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     LETTING DATE : 01/08/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/09/03
                                                                                                                   PAGE : 1
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010073.00                                     COMPLETION DATE : 11/15/03
                                                          =========
   PROJECT(S):  STP-BR-1007(300)X       COUNTIE(S) : PENOBSCOT                      MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  BROWN BRIDGENO 5419                                                           NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000304         LOU SILVER INC.                                                        $    200,209.81       0.0000%
   2   000022         THE LANE CONSTRUCTION CORP.                                            $    217,294.09       0.0000%
   3   000649         SARGENT & SARGENT, INC.                                                $    219,604.06       0.0000%
   4   000666         MAINE EARTH MOVING                                                     $    229,767.06       0.0000%
   5   000063         WYMAN & SIMPSON, INC.                                                  $    234,486.35       0.0000%
   6   000416         T BUCK CONSTRUCTION INC.                                               $    249,261.06       0.0000%
   7   000272         A & V CONSTRUCTION, CORP.                                              $    283,889.85       0.0000%
   8   001177         ATLANTIC MECHANICAL, INC.                                              $    287,601.22       0.0000%
   9   000164         C P M CONSTRUCTORS                                                     $    297,495.06       0.0000%
  10   001195         VAUGHN THIBODEAU & SONS, INC.                                          $    354,195.95       0.0000%
====================================================================================================================================
                                          |(   1  ) 000304             |(   2  ) 000022             |(   3  ) 000649
                                          |LOU SILVER INC.             |THE LANE CONSTRUCTION CORP. |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   BRIDGE ITEMS
                                          |                            |                            |
0010 202.19                  100.000  LS  |    9400.00000       9400.00|   10000.00000      10000.00|   22500.00000       22500.00
  REMOVING EXISTING BRIDGE                |                            |                            |
0020 203.20                  800.000  M3  |      10.35000       8280.00|      15.00000      12000.00|       4.00000        3200.00
  COMMON EXCAVATION                       |                            |                            |
0030 203.24                  115.000  M3  |       1.00000        115.00|      20.00000       2300.00|       5.00000         575.00
  COMMON BORROW                           |                            |                            |
0040 203.25                  200.000  M3  |      26.20000       5240.00|      27.00000       5400.00|       6.00000        1200.00
  GRANULAR BORROW                         |                            |                            |
0050 304.10                  825.000  M3  |      10.00000       8250.00|      16.00000      13200.00|       8.00000        6600.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0060 403.207                 171.000  MG  |      65.00000      11115.00|      65.00000      11115.00|      65.00000       11115.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0070 403.210                  98.000  MG  |      65.00000       6370.00|      65.00000       6370.00|      65.00000        6370.00
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0080 403.213                 111.000  MG  |      65.00000       7215.00|      65.00000       7215.00|      65.00000        7215.00
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
     LETTING DATE : 01/08/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/09/03
                                                                                                                   PAGE : 2
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010073.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000304             |(   2   ) 000022            |(   3  ) 000649
                                          |LOU SILVER INC.             |THE LANE CONSTRUCTION CORP. |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0090 409.15                   95.000  L   |       5.00000        475.00|       5.00000        475.00|       5.00000         475.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0100 509.12                    1.000  LS  |   41547.50000      41547.50|   31000.00000      31000.00|   25000.00000       25000.00
  STEEL STRUCTURAL PLATE PIPE ARCH:       |                            |                            |
0110 510.10                           LUMP|   27175.00000      27175.00|   26000.00000      26000.00|   45000.00000       45000.00
  SPECIAL DETOUR_____(M) ROADWAY WIDTH    |                            |                            |
  VEHICULAR & PEDESTRIAN TRAFFIC NOT      |                            |                            |
  SEPARATED                               |                            |                            |
0120 511.07                           LUMP|    1840.00000       1840.00|    4000.00000       4000.00|    7500.00000        7500.00
  COFFERDAM: Down Stream                  |                            |                            |
0130 511.07                           LUMP|    4825.00000       4825.00|    2000.00000       2000.00|    5000.00000        5000.00
  COFFERDAM: Up Stream                    |                            |                            |
0140 526.301                  50.000  LS  |    7090.00000       7090.00|    6000.00000       6000.00|    4000.00000        4000.00
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0150 606.275                   2.000  EA  |      25.00000         50.00|      79.20000        158.40|      25.00000          50.00
  TERMINAL END - DOUBLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0160 606.35                    5.000  EA  |      25.00000        125.00|      35.00000        175.00|      25.00000         125.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0170 606.55                  126.000  M   |      40.00000       5040.00|      44.40000       5594.40|      40.00000        5040.00
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0180 606.60                   11.430  M   |      42.00000        480.06|      53.00000        605.79|      42.00000         480.06
  GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU |                            |                            |
0190 606.76                    2.000  EA  |    1500.00000       3000.00|    1550.00000       3100.00|    1500.00000        3000.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0200 610.08                   65.000  M3  |      60.00000       3900.00|      60.00000       3900.00|      60.00000        3900.00
  PLAIN RIPRAP                            |                            |                            |
0210 613.319                  11.000  M2  |       1.85000         20.35|       5.00000         55.00|       4.00000          44.00
  EROSION CONTROL BLANKET                 |                            |                            |
0220 615.07                   33.000  M3  |      50.00000       1650.00|      30.00000        990.00|      30.00000         990.00
  LOAM                                    |                            |                            |
0230 618.1301                  2.000  UN  |     125.00000        250.00|     100.00000        200.00|     100.00000         200.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0240 618.1411                  5.000  UN  |      63.25000        316.25|      50.00000        250.00|      50.00000         250.00
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
0250 618.15                    4.000  KG  |       5.00000         20.00|       4.00000         16.00|       4.00000          16.00
  TEMPORARY SEEDING                       |                            |                            |
0260 618.25                    1.000  M3  |     100.00000        100.00|      85.00000         85.00|      85.00000          85.00
  APPLIED WATER                           |                            |                            |
0270 619.1201                  7.000  UN  |      47.25000        330.75|      50.00000        350.00|      40.00000         280.00
  MULCH - PLAN QUANTITY                   |                            |                            |
     LETTING DATE : 01/08/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/09/03
                                                                                                                   PAGE : 3
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010073.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000304             |(   2   ) 000022            |(   3  ) 000649
                                          |LOU SILVER INC.             |THE LANE CONSTRUCTION CORP. |SARGENT & SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0280 619.1401                 65.000  M3  |      57.30000       3724.50|      50.00000       3250.00|      40.00000        2600.00
  EROSION CONTROL MIX                     |                            |                            |
0290 620.54                  310.000  M2  |       4.25000       1317.50|       4.00000       1240.00|       2.00000         620.00
  STABILIZATION GEOTEXTILE                |                            |                            |
0300 620.65                  118.000  M2  |      36.00000       4248.00|      20.00000       2360.00|       8.00000         944.00
  REINFORCEMENT GEOGRID                   |                            |                            |
0310 627.711                 330.000  M   |       2.75000        907.50|       5.15000       1699.50|       5.00000        1650.00
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0320 629.05                   20.000  HR  |      26.60000        532.00|      21.00000        420.00|      30.00000         600.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0330 631.12                   10.000  HR  |      90.00000        900.00|      90.00000        900.00|     120.00000        1200.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0340 631.172                  10.000  HR  |      50.00000        500.00|      45.00000        450.00|      50.00000         500.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0350 637.071                          LUMP|     900.00000        900.00|    1200.00000       1200.00|    2500.00000        2500.00
  DUST CONTROL                            |                            |                            |
0360 639.19                    1.000  EA  |    3000.00000       3000.00|    4000.00000       4000.00|    2500.00000        2500.00
  FIELD OFFICE TYPE B                     |                            |                            |
0370 643.72                           LUMP|    4500.00000       4500.00|    7000.00000       7000.00|    7000.00000        7000.00
  TEMPORARY TRAFFIC SIGNAL                |                            |                            |
0380 652.39                           LUMP|    8100.00000       8100.00|   12000.00000      12000.00|   10000.00000       10000.00
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0390 656.75                           LUMP|    5000.00000       5000.00|    4900.00000       4900.00|    7500.00000        7500.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0400 657.24                    8.000  UN  |      57.55000        460.40|      40.00000        320.00|      10.00000          80.00
  SEEDING PITS                            |                            |                            |
0410 659.10                           LUMP|   11900.00000      11900.00|   25000.00000      25000.00|   21700.00000       21700.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    200,209.81|             $    217,294.09|              $    219,604.06
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    200,209.81|             $    217,294.09|              $    219,604.06
====================================================================================================================================
     LETTING DATE : 01/08/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/09/03
                                                                                                                   PAGE : 4
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010073.00
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000666             |(   5   ) 000063            |(   6  ) 000416
                                          |MAINE EARTH MOVING          |WYMAN & SIMPSON, INC.       |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   BRIDGE ITEMS
                                          |                            |                            |
0010 202.19                  100.000  LS  |    8000.00000       8000.00|   25000.00000      25000.00|   13900.00000       13900.00
  REMOVING EXISTING BRIDGE                |                            |                            |
0020 203.20                  800.000  M3  |      12.00000       9600.00|      10.70000       8560.00|       9.50000        7600.00
  COMMON EXCAVATION                       |                            |                            |
0030 203.24                  115.000  M3  |      14.00000       1610.00|      15.00000       1725.00|      15.50000        1782.50
  COMMON BORROW                           |                            |                            |
0040 203.25                  200.000  M3  |      14.00000       2800.00|      23.00000       4600.00|      25.50000        5100.00
  GRANULAR BORROW                         |                            |                            |
0050 304.10                  825.000  M3  |      12.00000       9900.00|      20.00000      16500.00|      19.50000       16087.50
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0060 403.207                 171.000  MG  |      65.00000      11115.00|      70.00000      11970.00|      65.00000       11115.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0070 403.210                  98.000  MG  |      65.00000       6370.00|      70.00000       6860.00|      65.00000        6370.00
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0080 403.213                 111.000  MG  |      65.00000       7215.00|      70.00000       7770.00|      65.00000        7215.00
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0090 409.15                   95.000  L   |       5.00000        475.00|       6.00000        570.00|       5.00000         475.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0100 509.12                    1.000  LS  |   50000.00000      50000.00|   40000.00000      40000.00|   26000.00000       26000.00
  STEEL STRUCTURAL PLATE PIPE ARCH:       |                            |                            |
0110 510.10                           LUMP|   24000.00000      24000.00|   25000.00000      25000.00|   42750.00000       42750.00
  SPECIAL DETOUR_____(M) ROADWAY WIDTH    |                            |                            |
  VEHICULAR & PEDESTRIAN TRAFFIC NOT      |                            |                            |
  SEPARATED                               |                            |                            |
0120 511.07                           LUMP|    3500.00000       3500.00|    5000.00000       5000.00|    4750.00000        4750.00
  COFFERDAM: Down Stream                  |                            |                            |
0130 511.07                           LUMP|    3500.00000       3500.00|    5000.00000       5000.00|   10100.00000       10100.00
  COFFERDAM: Up Stream                    |                            |                            |
0140 526.301                  50.000  LS  |   12000.00000      12000.00|    2000.00000       2000.00|   10450.00000       10450.00
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0150 606.275                   2.000  EA  |      25.00000         50.00|      30.00000         60.00|      25.00000          50.00
  TERMINAL END - DOUBLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0160 606.35                    5.000  EA  |      25.00000        125.00|      30.00000        150.00|      25.00000         125.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0170 606.55                  126.000  M   |      40.00000       5040.00|      43.00000       5418.00|      40.00000        5040.00
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0180 606.60                   11.430  M   |      42.00000        480.06|      45.00000        514.35|      42.00000         480.06
  GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU |                            |                            |
     LETTING DATE : 01/08/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/09/03
                                                                                                                   PAGE : 5
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010073.00
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000666             |(   5   ) 000063            |(   6  ) 000416
                                          |MAINE EARTH MOVING          |WYMAN & SIMPSON, INC.       |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 606.76                    2.000  EA  |    1500.00000       3000.00|    1600.00000       3200.00|    1500.00000        3000.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0200 610.08                   65.000  M3  |      64.00000       4160.00|      51.00000       3315.00|      55.00000        3575.00
  PLAIN RIPRAP                            |                            |                            |
0210 613.319                  11.000  M2  |       2.00000         22.00|       5.00000         55.00|      25.00000         275.00
  EROSION CONTROL BLANKET                 |                            |                            |
0220 615.07                   33.000  M3  |      55.00000       1815.00|      30.00000        990.00|      50.00000        1650.00
  LOAM                                    |                            |                            |
0230 618.1301                  2.000  UN  |     100.00000        200.00|     165.00000        330.00|     250.00000         500.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0240 618.1411                  5.000  UN  |      50.00000        250.00|     145.00000        725.00|     150.00000         750.00
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
0250 618.15                    4.000  KG  |      40.00000        160.00|      11.00000         44.00|      10.00000          40.00
  TEMPORARY SEEDING                       |                            |                            |
0260 618.25                    1.000  M3  |      85.00000         85.00|     215.00000        215.00|      50.00000          50.00
  APPLIED WATER                           |                            |                            |
0270 619.1201                  7.000  UN  |      85.00000        595.00|      50.00000        350.00|      50.00000         350.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0280 619.1401                 65.000  M3  |      55.00000       3575.00|      33.00000       2145.00|      55.00000        3575.00
  EROSION CONTROL MIX                     |                            |                            |
0290 620.54                  310.000  M2  |       3.50000       1085.00|       4.00000       1240.00|       1.35000         418.50
  STABILIZATION GEOTEXTILE                |                            |                            |
0300 620.65                  118.000  M2  |      30.00000       3540.00|       7.50000        885.00|      28.50000        3363.00
  REINFORCEMENT GEOGRID                   |                            |                            |
0310 627.711                 330.000  M   |       3.00000        990.00|       5.50000       1815.00|       5.15000        1699.50
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0320 629.05                   20.000  HR  |      30.00000        600.00|      25.00000        500.00|      30.00000         600.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0330 631.12                   10.000  HR  |     110.00000       1100.00|      85.00000        850.00|     100.00000        1000.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0340 631.172                  10.000  HR  |      45.00000        450.00|      35.00000        350.00|      55.00000         550.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0350 637.071                          LUMP|    1000.00000       1000.00|    1500.00000       1500.00|    2950.00000        2950.00
  DUST CONTROL                            |                            |                            |
0360 639.19                    1.000  EA  |    2500.00000       2500.00|    2000.00000       2000.00|    4150.00000        4150.00
  FIELD OFFICE TYPE B                     |                            |                            |
0370 643.72                           LUMP|    7000.00000       7000.00|    9000.00000       9000.00|    7000.00000        7000.00
  TEMPORARY TRAFFIC SIGNAL                |                            |                            |
0380 652.39                           LUMP|   15000.00000      15000.00|   10000.00000      10000.00|   15150.00000       15150.00
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
     LETTING DATE : 01/08/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/09/03
                                                                                                                   PAGE : 6
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010073.00
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000666             |(   5   ) 000063            |(   6  ) 000416
                                          |MAINE EARTH MOVING          |WYMAN & SIMPSON, INC.       |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 656.75                           LUMP|    6500.00000       6500.00|    4000.00000       4000.00|    3385.00000        3385.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0400 657.24                    8.000  UN  |      45.00000        360.00|      35.00000        280.00|      30.00000         240.00
  SEEDING PITS                            |                            |                            |
0410 659.10                           LUMP|   20000.00000      20000.00|   24000.00000      24000.00|   25600.00000       25600.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    229,767.06|             $    234,486.35|              $    249,261.06
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    229,767.06|             $    234,486.35|              $    249,261.06
====================================================================================================================================
     LETTING DATE : 01/08/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/09/03
                                                                                                                   PAGE : 7
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010073.00
                                                          =========
====================================================================================================================================
                                          |(   7  ) 000272             |(   8   ) 001177            |(   9  ) 000164
                                          |A & V CONSTRUCTION, CORP.   |ATLANTIC MECHANICAL, INC.   |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   BRIDGE ITEMS
                                          |                            |                            |
0010 202.19                  100.000  LS  |   35500.00000      35500.00|   23448.00000      23448.00|   25000.00000       25000.00
  REMOVING EXISTING BRIDGE                |                            |                            |
0020 203.20                  800.000  M3  |      10.50000       8400.00|       9.00000       7200.00|      10.00000        8000.00
  COMMON EXCAVATION                       |                            |                            |
0030 203.24                  115.000  M3  |      17.50000       2012.50|      18.00000       2070.00|      20.00000        2300.00
  COMMON BORROW                           |                            |                            |
0040 203.25                  200.000  M3  |      21.00000       4200.00|      24.00000       4800.00|      25.00000        5000.00
  GRANULAR BORROW                         |                            |                            |
0050 304.10                  825.000  M3  |      25.50000      21037.50|      24.00000      19800.00|      21.00000       17325.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0060 403.207                 171.000  MG  |      65.00000      11115.00|      78.00000      13338.00|      85.00000       14535.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0070 403.210                  98.000  MG  |      65.00000       6370.00|      78.00000       7644.00|      85.00000        8330.00
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0080 403.213                 111.000  MG  |      65.00000       7215.00|      78.00000       8658.00|      85.00000        9435.00
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0090 409.15                   95.000  L   |       5.00000        475.00|       6.00000        570.00|       2.00000         190.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0100 509.12                    1.000  LS  |   20000.00000      20000.00|   27552.00000      27552.00|   30000.00000       30000.00
  STEEL STRUCTURAL PLATE PIPE ARCH:       |                            |                            |
0110 510.10                           LUMP|   41000.00000      41000.00|   47960.00000      47960.00|   70000.00000       70000.00
  SPECIAL DETOUR_____(M) ROADWAY WIDTH    |                            |                            |
  VEHICULAR & PEDESTRIAN TRAFFIC NOT      |                            |                            |
  SEPARATED                               |                            |                            |
0120 511.07                           LUMP|   12500.00000      12500.00|    4800.00000       4800.00|   10000.00000       10000.00
  COFFERDAM: Down Stream                  |                            |                            |
0130 511.07                           LUMP|   16000.00000      16000.00|    4800.00000       4800.00|   10000.00000       10000.00
  COFFERDAM: Up Stream                    |                            |                            |
0140 526.301                  50.000  LS  |    8500.00000       8500.00|   12120.00000      12120.00|    7000.00000        7000.00
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0150 606.275                   2.000  EA  |     100.00000        200.00|     120.00000        240.00|      25.00000          50.00
  TERMINAL END - DOUBLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0160 606.35                    5.000  EA  |      30.00000        150.00|      36.00000        180.00|      25.00000         125.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0170 606.55                  126.000  M   |      45.00000       5670.00|      54.00000       6804.00|      40.00000        5040.00
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0180 606.60                   11.430  M   |      45.00000        514.35|      54.00000        617.22|      42.00000         480.06
  GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU |                            |                            |
     LETTING DATE : 01/08/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/09/03
                                                                                                                   PAGE : 8
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010073.00
                                                          =========
====================================================================================================================================
                                          |(   7  ) 000272             |(   8   ) 001177            |(   9  ) 000164
                                          |A & V CONSTRUCTION, CORP.   |ATLANTIC MECHANICAL, INC.   |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 606.76                    2.000  EA  |    1500.00000       3000.00|    1800.00000       3600.00|    1500.00000        3000.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0200 610.08                   65.000  M3  |      62.00000       4030.00|      43.20000       2808.00|      45.00000        2925.00
  PLAIN RIPRAP                            |                            |                            |
0210 613.319                  11.000  M2  |      45.00000        495.00|       6.00000         66.00|      20.00000         220.00
  EROSION CONTROL BLANKET                 |                            |                            |
0220 615.07                   33.000  M3  |      55.00000       1815.00|      36.00000       1188.00|      60.00000        1980.00
  LOAM                                    |                            |                            |
0230 618.1301                  2.000  UN  |     250.00000        500.00|      78.00000        156.00|     250.00000         500.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0240 618.1411                  5.000  UN  |     150.00000        750.00|      96.00000        480.00|     150.00000         750.00
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
0250 618.15                    4.000  KG  |      10.00000         40.00|      12.00000         48.00|      10.00000          40.00
  TEMPORARY SEEDING                       |                            |                            |
0260 618.25                    1.000  M3  |      50.00000         50.00|      96.00000         96.00|      50.00000          50.00
  APPLIED WATER                           |                            |                            |
0270 619.1201                  7.000  UN  |      50.00000        350.00|      42.00000        294.00|      50.00000         350.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0280 619.1401                 65.000  M3  |      30.00000       1950.00|       9.60000        624.00|      45.00000        2925.00
  EROSION CONTROL MIX                     |                            |                            |
0290 620.54                  310.000  M2  |       3.50000       1085.00|       3.60000       1116.00|       1.25000         387.50
  STABILIZATION GEOTEXTILE                |                            |                            |
0300 620.65                  118.000  M2  |      22.00000       2596.00|      18.00000       2124.00|      26.00000        3068.00
  REINFORCEMENT GEOGRID                   |                            |                            |
0310 627.711                 330.000  M   |       5.15000       1699.50|       6.00000       1980.00|       5.15000        1699.50
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0320 629.05                   20.000  HR  |      24.00000        480.00|      24.00000        480.00|      30.00000         600.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0330 631.12                   10.000  HR  |     110.00000       1100.00|      90.00000        900.00|      80.00000         800.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0340 631.172                  10.000  HR  |      55.00000        550.00|      48.00000        480.00|      45.00000         450.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0350 637.071                          LUMP|    2000.00000       2000.00|    1200.00000       1200.00|    1200.00000        1200.00
  DUST CONTROL                            |                            |                            |
0360 639.19                    1.000  EA  |    3500.00000       3500.00|    3600.00000       3600.00|    4500.00000        4500.00
  FIELD OFFICE TYPE B                     |                            |                            |
0370 643.72                           LUMP|    7000.00000       7000.00|   10800.00000      10800.00|    7000.00000        7000.00
  TEMPORARY TRAFFIC SIGNAL                |                            |                            |
0380 652.39                           LUMP|   15000.00000      15000.00|   12984.00000      12984.00|    8000.00000        8000.00
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
     LETTING DATE : 01/08/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/09/03
                                                                                                                   PAGE : 9
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010073.00
                                                          =========
====================================================================================================================================
                                          |(   7  ) 000272             |(   8   ) 001177            |(   9  ) 000164
                                          |A & V CONSTRUCTION, CORP.   |ATLANTIC MECHANICAL, INC.   |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 656.75                           LUMP|    7000.00000       7000.00|    6000.00000       6000.00|    5000.00000        5000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0400 657.24                    8.000  UN  |      30.00000        240.00|     372.00000       2976.00|      30.00000         240.00
  SEEDING PITS                            |                            |                            |
0410 659.10                           LUMP|   27800.00000      27800.00|   41000.00000      41000.00|   29000.00000       29000.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    283,889.85|             $    287,601.22|              $    297,495.06
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    283,889.85|             $    287,601.22|              $    297,495.06
====================================================================================================================================
     LETTING DATE : 01/08/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/09/03
                                                                                                                   PAGE : 10
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010073.00
                                                          =========
====================================================================================================================================
                                          |(  10  ) 001195             |(       )                   |(      )
                                          |VAUGHN THIBODEAU & SONS, IN |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   BRIDGE ITEMS
                                          |                            |                            |
0010 202.19                  100.000  LS  |   35000.00000      35000.00|                            |
  REMOVING EXISTING BRIDGE                |                            |                            |
0020 203.20                  800.000  M3  |      18.00000      14400.00|                            |
  COMMON EXCAVATION                       |                            |                            |
0030 203.24                  115.000  M3  |      30.00000       3450.00|                            |
  COMMON BORROW                           |                            |                            |
0040 203.25                  200.000  M3  |      30.00000       6000.00|                            |
  GRANULAR BORROW                         |                            |                            |
0050 304.10                  825.000  M3  |      24.00000      19800.00|                            |
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0060 403.207                 171.000  MG  |      85.00000      14535.00|                            |
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0070 403.210                  98.000  MG  |      85.00000       8330.00|                            |
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0080 403.213                 111.000  MG  |      85.00000       9435.00|                            |
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0090 409.15                   95.000  L   |       2.00000        190.00|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0100 509.12                    1.000  LS  |   17000.00000      17000.00|                            |
  STEEL STRUCTURAL PLATE PIPE ARCH:       |                            |                            |
0110 510.10                           LUMP|   70850.00000      70850.00|                            |
  SPECIAL DETOUR_____(M) ROADWAY WIDTH    |                            |                            |
  VEHICULAR & PEDESTRIAN TRAFFIC NOT      |                            |                            |
  SEPARATED                               |                            |                            |
0120 511.07                           LUMP|   25000.00000      25000.00|                            |
  COFFERDAM: Down Stream                  |                            |                            |
0130 511.07                           LUMP|   25000.00000      25000.00|                            |
  COFFERDAM: Up Stream                    |                            |                            |
0140 526.301                  50.000  LS  |    7500.00000       7500.00|                            |
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0150 606.275                   2.000  EA  |     100.00000        200.00|                            |
  TERMINAL END - DOUBLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0160 606.35                    5.000  EA  |     100.00000        500.00|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0170 606.55                  126.000  M   |      81.95000      10325.70|                            |
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0180 606.60                   11.430  M   |      98.43000       1125.05|                            |
  GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU |                            |                            |
     LETTING DATE : 01/08/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/09/03
                                                                                                                   PAGE : 11
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010073.00
                                                          =========
====================================================================================================================================
                                          |(  10  ) 001195             |(       )                   |(      )
                                          |VAUGHN THIBODEAU & SONS, IN |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 606.76                    2.000  EA  |    2000.00000       4000.00|                            |
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0200 610.08                   65.000  M3  |      60.00000       3900.00|                            |
  PLAIN RIPRAP                            |                            |                            |
0210 613.319                  11.000  M2  |       5.00000         55.00|                            |
  EROSION CONTROL BLANKET                 |                            |                            |
0220 615.07                   33.000  M3  |      45.00000       1485.00|                            |
  LOAM                                    |                            |                            |
0230 618.1301                  2.000  UN  |     200.00000        400.00|                            |
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0240 618.1411                  5.000  UN  |     200.00000       1000.00|                            |
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
0250 618.15                    4.000  KG  |     200.00000        800.00|                            |
  TEMPORARY SEEDING                       |                            |                            |
0260 618.25                    1.000  M3  |     200.00000        200.00|                            |
  APPLIED WATER                           |                            |                            |
0270 619.1201                  7.000  UN  |     200.00000       1400.00|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0280 619.1401                 65.000  M3  |      45.00000       2925.00|                            |
  EROSION CONTROL MIX                     |                            |                            |
0290 620.54                  310.000  M2  |       5.00000       1550.00|                            |
  STABILIZATION GEOTEXTILE                |                            |                            |
0300 620.65                  118.000  M2  |      23.90000       2820.20|                            |
  REINFORCEMENT GEOGRID                   |                            |                            |
0310 627.711                 330.000  M   |       6.00000       1980.00|                            |
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0320 629.05                   20.000  HR  |      27.00000        540.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0330 631.12                   10.000  HR  |     120.00000       1200.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0340 631.172                  10.000  HR  |      50.00000        500.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0350 637.071                          LUMP|    5000.00000       5000.00|                            |
  DUST CONTROL                            |                            |                            |
0360 639.19                    1.000  EA  |    5000.00000       5000.00|                            |
  FIELD OFFICE TYPE B                     |                            |                            |
0370 643.72                           LUMP|   15000.00000      15000.00|                            |
  TEMPORARY TRAFFIC SIGNAL                |                            |                            |
0380 652.39                           LUMP|   10000.00000      10000.00|                            |
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
     LETTING DATE : 01/08/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/09/03
                                                                                                                   PAGE : 12
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010073.00
                                                          =========
====================================================================================================================================
                                          |(  10  ) 001195             |(       )                   |(      )
                                          |VAUGHN THIBODEAU & SONS, IN |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 656.75                           LUMP|    5000.00000       5000.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0400 657.24                    8.000  UN  |     100.00000        800.00|                            |
  SEEDING PITS                            |                            |                            |
0410 659.10                           LUMP|   20000.00000      20000.00|                            |
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    354,195.95|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    354,195.95|             $          0.00|              $
====================================================================================================================================