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     LETTING DATE : 01/03/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/08/03
                                                                                                                   PAGE : 1
     COUNTIE(S): YORK                                   TABULATION OF BIDS
                                            CONTRACT ID : 010154.00                                     COMPLETION DATE : 10/15/03
                                                           =========
   PROJECT(S):  BR-1015(400)X           LOCATION(S): Limerick                       MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  BRIDGE CULVERT REPLACEMENT                                                    NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000116         SHAW BROTHERS CONSTRUCTION, INC.                                       $    295,898.00     100.0000%
   2   000063         WYMAN & SIMPSON, INC.                                                  $    334,955.00     113.1995%
   3   000403         PRATT & SONS INC.                                                      $    338,739.00     114.4783%
   4   000416         T BUCK CONSTRUCTION INC.                                               $    372,967.75     126.0461%
   5   001095         GORHAM SAND & GRAVEL, INC.                                             $    398,686.00     134.7376%
   6   000164         C P M CONSTRUCTORS                                                     $    419,949.00     141.9236%
====================================================================================================================================
                                          |(   1  ) 000116             |(   2  ) 000063             |(   3  ) 000403
                                          |SHAW BROTHERS CONSTRUCTION, |WYMAN & SIMPSON, INC.       |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   BRIDGE ITEMS
                                          |                            |                            |
0010 203.20                  330.000  M3  |      26.00000       8580.00|      11.00000       3630.00|      20.00000        6600.00
  COMMON EXCAVATION                       |                            |                            |
0020 203.24                   20.000  M3  |      13.00000        260.00|      15.00000        300.00|      16.00000         320.00
  COMMON BORROW                           |                            |                            |
0030 203.25                  350.000  M3  |      26.00000       9100.00|      20.00000       7000.00|      47.00000       16450.00
  GRANULAR BORROW                         |                            |                            |
0040 204.41                  290.000  M2  |      12.00000       3480.00|      55.00000      15950.00|      12.00000        3480.00
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0050 206.061                  12.000  M3  |      33.00000        396.00|      30.00000        360.00|      33.00000         396.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0060 304.10                  310.000  M3  |      33.00000      10230.00|      20.00000       6200.00|      30.00000        9300.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0070 403.207                 170.000  MG  |      80.00000      13600.00|      80.00000      13600.00|     210.00000       35700.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0080 403.208                 110.000  MG  |      92.00000      10120.00|      95.00000      10450.00|     210.00000       23100.00
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0090 502.328                   7.500  M3  |    1335.00000      10012.50|    1450.00000      10875.00|    1100.00000        8250.00
  STRUCTURAL CONCRETE CULVERT TOE WALL    |                            |                            |
     LETTING DATE : 01/03/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/08/03
                                                                                                                   PAGE : 2
     COUNTIE(S): YORK                                   TABULATION OF BIDS
                                            CONTRACT ID : 010154.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000116             |(   2   ) 000063            |(   3  ) 000403
                                          |SHAW BROTHERS CONSTRUCTION, |WYMAN & SIMPSON, INC.       |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 503.12                  170.000  KG  |       6.60000       1122.00|       3.00000        510.00|       5.00000         850.00
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0110 503.13                  170.000  KG  |       4.40000        748.00|       2.00000        340.00|       4.00000         680.00
  REINFORCING STEEL, PLACING              |                            |                            |
0120 509.19                10640.000  LS  |   89000.00000      89000.00|  139000.00000     139000.00|  101000.00000      101000.00
  ALUMINUM ALLOY STRUCTURAL PLATE PIPE    |                            |                            |
  ARCH                                    |                            |                            |
0130 511.07                           LUMP|    2000.00000       2000.00|    5000.00000       5000.00|   13000.00000       13000.00
  COFFERDAM: Downstream                   |                            |                            |
0140 511.07                           LUMP|    3000.00000       3000.00|    5000.00000       5000.00|   13000.00000       13000.00
  COFFERDAM: Upstream                     |                            |                            |
0150 526.301                  22.000  LS  |    2500.00000       2500.00|    2000.00000       2000.00|     330.00000         330.00
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0160 606.265                   1.000  EA  |      30.00000         30.00|      65.00000         65.00|      26.50000          26.50
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0170 606.35                    6.000  EA  |      22.00000        132.00|      38.00000        228.00|      23.00000         138.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0180 606.55                  252.000  M   |      42.00000      10584.00|      38.00000       9576.00|      45.00000       11340.00
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0190 606.60                   12.000  M   |      52.00000        624.00|      42.00000        504.00|      55.00000         660.00
  GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU |                            |                            |
0200 606.752                   3.000  EA  |     500.00000       1500.00|     700.00000       2100.00|     630.00000        1890.00
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0210 606.76                    3.000  EA  |    1400.00000       4200.00|    1600.00000       4800.00|    1500.00000        4500.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0220 610.16                  560.000  M3  |      60.00000      33600.00|      55.00000      30800.00|      42.00000       23520.00
  HEAVY RIPRAP                            |                            |                            |
0230 615.07                   65.000  M3  |      65.00000       4225.00|      30.00000       1950.00|      50.00000        3250.00
  LOAM                                    |                            |                            |
0240 617.381                 130.000  M3  |      10.50000       1365.00|      33.00000       4290.00|      41.00000        5330.00
  EROSION CONTROL MIX                     |                            |                            |
0250 618.1401                 19.000  UN  |      40.00000        760.00|      30.00000        570.00|      41.00000         779.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0260 619.1201                 19.000  UN  |      20.00000        380.00|      13.00000        247.00|      33.00000         627.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0270 620.58                  530.000  M2  |       6.00000       3180.00|       3.00000       1590.00|       2.00000        1060.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0280 627.71                  530.000  M   |       2.50000       1325.00|       1.50000        795.00|       1.75000         927.50
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
     LETTING DATE : 01/03/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/08/03
                                                                                                                   PAGE : 3
     COUNTIE(S): YORK                                   TABULATION OF BIDS
                                            CONTRACT ID : 010154.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000116             |(   2   ) 000063            |(   3  ) 000403
                                          |SHAW BROTHERS CONSTRUCTION, |WYMAN & SIMPSON, INC.       |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 627.73                  110.000  M   |       3.50000        385.00|       2.50000        275.00|       2.50000         275.00
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
0300 629.05                   10.000  HR  |      30.00000        300.00|      25.00000        250.00|      36.00000         360.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0310 631.12                   10.000  HR  |     130.00000       1300.00|      85.00000        850.00|     113.00000        1130.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0320 631.14                   10.000  HR  |     130.00000       1300.00|      65.00000        650.00|     160.00000        1600.00
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0330 631.15                   10.000  HR  |      75.00000        750.00|      40.00000        400.00|      90.00000         900.00
  ROLLER, EARTH AND BASE COURSE           |                            |                            |
  (INCLUDING OPERATOR)                    |                            |                            |
0340 631.171                  10.000  HR  |      50.00000        500.00|      30.00000        300.00|      42.00000         420.00
  TRUCK - SMALL (INCLUDING OPERATOR)      |                            |                            |
0350 637.071                          LUMP|    1000.00000       1000.00|    1500.00000       1500.00|     550.00000         550.00
  DUST CONTROL                            |                            |                            |
0360 639.19                    1.000  EA  |    2500.00000       2500.00|    2000.00000       2000.00|    3200.00000        3200.00
  FIELD OFFICE TYPE B                     |                            |                            |
0370 652.39                           LUMP|   30000.00000      30000.00|   15000.00000      15000.00|   18800.00000       18800.00
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0380 656.75                           LUMP|    3000.00000       3000.00|    4000.00000       4000.00|    3000.00000        3000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0390 659.10                           LUMP|   28809.50000      28809.50|   32000.00000      32000.00|   22000.00000       22000.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    295,898.00|             $    334,955.00|              $    338,739.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    295,898.00|             $    334,955.00|              $    338,739.00
====================================================================================================================================
     LETTING DATE : 01/03/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/08/03
                                                                                                                   PAGE : 4
     COUNTIE(S): YORK                                   TABULATION OF BIDS
                                            CONTRACT ID : 010154.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000416             |(   5   ) 001095            |(   6  ) 000164
                                          |T BUCK CONSTRUCTION INC.    |GORHAM SAND & GRAVEL, 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 203.20                  330.000  M3  |      11.00000       3630.00|       9.00000       2970.00|      15.00000        4950.00
  COMMON EXCAVATION                       |                            |                            |
0020 203.24                   20.000  M3  |      25.60000        512.00|      15.00000        300.00|      50.00000        1000.00
  COMMON BORROW                           |                            |                            |
0030 203.25                  350.000  M3  |      22.95000       8032.50|      16.00000       5600.00|      30.00000       10500.00
  GRANULAR BORROW                         |                            |                            |
0040 204.41                  290.000  M2  |      48.55000      14079.50|       6.00000       1740.00|      15.00000        4350.00
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0050 206.061                  12.000  M3  |      30.00000        360.00|      75.00000        900.00|      50.00000         600.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0060 304.10                  310.000  M3  |      23.95000       7424.50|      20.00000       6200.00|      35.00000       10850.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0070 403.207                 170.000  MG  |      75.00000      12750.00|      80.00000      13600.00|      75.00000       12750.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0080 403.208                 110.000  MG  |      88.00000       9680.00|      95.00000      10450.00|      88.00000        9680.00
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0090 502.328                   7.500  M3  |     650.00000       4875.00|    1000.00000       7500.00|    1250.00000        9375.00
  STRUCTURAL CONCRETE CULVERT TOE WALL    |                            |                            |
0100 503.12                  170.000  KG  |       1.25000        212.50|       5.00000        850.00|       5.00000         850.00
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0110 503.13                  170.000  KG  |       2.00000        340.00|       5.00000        850.00|       5.00000         850.00
  REINFORCING STEEL, PLACING              |                            |                            |
0120 509.19                10640.000  LS  |  137000.00000     137000.00|  179500.00000     179500.00|  130000.00000      130000.00
  ALUMINUM ALLOY STRUCTURAL PLATE PIPE    |                            |                            |
  ARCH                                    |                            |                            |
0130 511.07                           LUMP|   18700.00000      18700.00|   20000.00000      20000.00|   40000.00000       40000.00
  COFFERDAM: Downstream                   |                            |                            |
0140 511.07                           LUMP|   29800.00000      29800.00|   50000.00000      50000.00|   40000.00000       40000.00
  COFFERDAM: Upstream                     |                            |                            |
0150 526.301                  22.000  LS  |    3950.00000       3950.00|    1800.00000       1800.00|    1000.00000        1000.00
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0160 606.265                   1.000  EA  |      60.00000         60.00|     100.00000        100.00|      60.00000          60.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0170 606.35                    6.000  EA  |      35.00000        210.00|      50.00000        300.00|      35.00000         210.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
     LETTING DATE : 01/03/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/08/03
                                                                                                                   PAGE : 5
     COUNTIE(S): YORK                                   TABULATION OF BIDS
                                            CONTRACT ID : 010154.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000416             |(   5   ) 001095            |(   6  ) 000164
                                          |T BUCK CONSTRUCTION INC.    |GORHAM SAND & GRAVEL, INC.  |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 606.55                  252.000  M   |      35.50000       8946.00|      43.00000      10836.00|      36.00000        9072.00
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0190 606.60                   12.000  M   |      39.00000        468.00|      40.00000        480.00|      40.00000         480.00
  GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU |                            |                            |
0200 606.752                   3.000  EA  |    1050.00000       3150.00|    1000.00000       3000.00|     750.00000        2250.00
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0210 606.76                    3.000  EA  |    1500.00000       4500.00|    1900.00000       5700.00|    1500.00000        4500.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0220 610.16                  560.000  M3  |      40.50000      22680.00|      52.00000      29120.00|      50.00000       28000.00
  HEAVY RIPRAP                            |                            |                            |
0230 615.07                   65.000  M3  |      43.85000       2850.25|      34.00000       2210.00|      60.00000        3900.00
  LOAM                                    |                            |                            |
0240 617.381                 130.000  M3  |      42.75000       5557.50|      14.00000       1820.00|      50.00000        6500.00
  EROSION CONTROL MIX                     |                            |                            |
0250 618.1401                 19.000  UN  |      28.00000        532.00|      33.00000        627.00|      35.00000         665.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0260 619.1201                 19.000  UN  |      12.00000        228.00|      17.00000        323.00|      28.00000         532.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0270 620.58                  530.000  M2  |       2.50000       1325.00|       2.00000       1060.00|       2.00000        1060.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0280 627.71                  530.000  M   |       1.50000        795.00|       4.00000       2120.00|       1.50000         795.00
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
0290 627.73                  110.000  M   |       2.00000        220.00|       8.00000        880.00|       2.00000         220.00
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
0300 629.05                   10.000  HR  |      30.00000        300.00|      25.00000        250.00|      25.00000         250.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0310 631.12                   10.000  HR  |     120.00000       1200.00|      95.00000        950.00|      75.00000         750.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0320 631.14                   10.000  HR  |     200.00000       2000.00|     125.00000       1250.00|     100.00000        1000.00
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0330 631.15                   10.000  HR  |      65.00000        650.00|      55.00000        550.00|      50.00000         500.00
  ROLLER, EARTH AND BASE COURSE           |                            |                            |
  (INCLUDING OPERATOR)                    |                            |                            |
0340 631.171                  10.000  HR  |      55.00000        550.00|      35.00000        350.00|      45.00000         450.00
  TRUCK - SMALL (INCLUDING OPERATOR)      |                            |                            |
0350 637.071                          LUMP|    2100.00000       2100.00|    3000.00000       3000.00|    2500.00000        2500.00
  DUST CONTROL                            |                            |                            |
0360 639.19                    1.000  EA  |    5000.00000       5000.00|    3000.00000       3000.00|    5000.00000        5000.00
  FIELD OFFICE TYPE B                     |                            |                            |
     LETTING DATE : 01/03/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/08/03
                                                                                                                   PAGE : 6
     COUNTIE(S): YORK                                   TABULATION OF BIDS
                                            CONTRACT ID : 010154.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000416             |(   5   ) 001095            |(   6  ) 000164
                                          |T BUCK CONSTRUCTION INC.    |GORHAM SAND & GRAVEL, INC.  |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 652.39                           LUMP|   26800.00000      26800.00|    8500.00000       8500.00|   25000.00000       25000.00
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0380 656.75                           LUMP|    4000.00000       4000.00|    7000.00000       7000.00|    7500.00000        7500.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0390 659.10                           LUMP|   27500.00000      27500.00|   13000.00000      13000.00|   42000.00000       42000.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    372,967.75|             $    398,686.00|              $    419,949.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    372,967.75|             $    398,686.00|              $    419,949.00
====================================================================================================================================