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     LETTING DATE : 03/30/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/30/05
                                                                                                                   PAGE : 1
     COUNTIE(S): KENNEBEC                               TABULATION OF BIDS
                                            CONTRACT ID : 011047.00                                     COMPLETION DATE : 11/15/05
                                                           =========
   PROJECT(S):  BR-1104(700)X           LOCATION(S): VASSALBORO, BRIDGE REPLACEMENT MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  VASSALBORO, BRIDGE REPLACEMENT                                                NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000063         WYMAN & SIMPSON, INC.                                                  $    674,400.00     100.0000%
   2   000416         T BUCK CONSTRUCTION INC.                                               $    733,337.01     108.7392%
   3   001954         TECHNICAL CONSTRUCTION INC.                                            $    832,459.00     123.4370%
====================================================================================================================================
                                          |(   1  ) 000063             |(   2  ) 000416             |(   3  ) 001954
                                          |WYMAN & SIMPSON, INC.       |T BUCK CONSTRUCTION INC.    |TECHNICAL 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                  250.000  LS  |   60000.00000      60000.00|   36000.00000      36000.00|   80000.00000       80000.00
  REMOVING EXISTING BRIDGE                |                            |                            |
0020 203.20                 2300.000  CY  |       9.00000      20700.00|      10.20000      23460.00|      11.00000       25300.00
  COMMON EXCAVATION                       |                            |                            |
0030 203.24                   10.000  CY  |      15.00000        150.00|      35.00000        350.00|      17.00000         170.00
  COMMON BORROW                           |                            |                            |
0040 203.25                  500.000  CY  |      15.50000       7750.00|      30.80000      15400.00|      28.00000       14000.00
  GRANULAR BORROW                         |                            |                            |
0050 206.082                 400.000  CY  |      25.00000      10000.00|      20.00000       8000.00|      21.00000        8400.00
  STRUCTURAL EARTH EXCAVATION - MAJOR     |                            |                            |
  STRUCTURES                              |                            |                            |
0060 206.09                   10.000  CY  |     200.00000       2000.00|     150.00000       1500.00|     250.00000        2500.00
  STRUCTURAL ROCK EXCAVATION - ABUTMENTS  |                            |                            |
  AND RETAINING WALLS                     |                            |                            |
0070 304.10                 2450.000  CY  |      15.00000      36750.00|      18.50000      45325.00|      23.00000       56350.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0080 403.209                  10.000  T   |     170.00000       1700.00|     150.00000       1500.00|     150.00000        1500.00
  HOT MIX ASPHALT 9.5 MM HMA   (SIDEWALKS |                            |                            |
  DRIVES, INCIDENT ALS)                   |                            |                            |
0090 403.210                 300.000  T   |     108.00000      32400.00|      95.00000      28500.00|      98.00000       29400.00
  HOT MIX ASPHALT 9.5 MM HMA              |                            |                            |
0100 403.213                 350.000  T   |     108.00000      37800.00|      85.00000      29750.00|      88.00000       30800.00
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                            |                            |
     LETTING DATE : 03/30/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/30/05
                                                                                                                   PAGE : 2
     COUNTIE(S): KENNEBEC                               TABULATION OF BIDS
                                            CONTRACT ID : 011047.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000063             |(   2   ) 000416            |(   3  ) 001954
                                          |WYMAN & SIMPSON, INC.       |T BUCK CONSTRUCTION INC.    |TECHNICAL CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 409.15                   50.000  G   |      27.00000       1350.00|      25.00000       1250.00|      25.00000        1250.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0120 502.219                 115.000  LS  |   80000.00000      80000.00|   84500.00000      84500.00|   79200.00000       79200.00
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0130 502.56                   20.000  CY  |     200.00000       4000.00|     265.00000       5300.00|     290.00000        5800.00
  CONCRETE FILL                           |                            |                            |
0140 503.12                 9600.000  LB  |       0.70000       6720.00|       0.40000       3840.00|       0.50000        4800.00
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0150 503.13                 9600.000  LB  |       0.25000       2400.00|       0.50000       4800.00|       0.70000        6720.00
  REINFORCING STEEL, PLACING              |                            |                            |
0160 509.13                25200.000  LS  |   32700.00000      32700.00|   39955.00000      39955.00|   38000.00000       38000.00
  STEEL STRUCTURAL PLATE ARCH             |                            |                            |
0170 510.10                           LUMP|  120000.00000     120000.00|  178000.00000     178000.00|  186100.00000      186100.00
  SPECIAL DETOUR_____ROADWAY WIDTH        |                            |                            |
  VEHICULAR & PEDESTRIAN TRAFFIC NOT      |                            |                            |
  SEPARATED                               |                            |                            |
0180 511.07                           LUMP|   24000.00000      24000.00|   17300.00000      17300.00|   29100.00000       29100.00
  COFFERDAM: DOWNSTREAM                   |                            |                            |
0190 511.07                           LUMP|   24000.00000      24000.00|   20500.00000      20500.00|   20500.00000       20500.00
  COFFERDAM: UPSTREAM                     |                            |                            |
0200 514.06                    1.000  EA  |     700.00000        700.00|    1200.00000       1200.00|     480.00000         480.00
  CURING BOX FOR CONCRETE CYLINDERS       |                            |                            |
0210 515.20                   17.000  SY  |      10.00000        170.00|      15.00000        255.00|      12.00000         204.00
  PROTECTIVE COATING FOR CONCRETE SURFACE |                            |                            |
0220 526.301                  60.000  LS  |    7000.00000       7000.00|    2700.00000       2700.00|    8500.00000        8500.00
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0230 603.17                   28.000  LF  |      25.00000        700.00|      43.50000       1218.00|      40.00000        1120.00
  18 INCH CULVERT PIPE OPTION I           |                            |                            |
0240 603.179                  52.000  LF  |      32.00000       1664.00|      62.00000       3224.00|      69.00000        3588.00
  18 INCH CULVERT PIPE OPTION III         |                            |                            |
0250 605.09                   74.000  LF  |      20.00000       1480.00|      23.50000       1739.00|      32.00000        2368.00
  6 INCH UNDERDRAIN TYPE B                |                            |                            |
0260 605.10                   32.000  LF  |      25.00000        800.00|      21.50000        688.00|      19.00000         608.00
  6 INCH UNDERDRAIN OUTLET                |                            |                            |
0270 606.17                  525.000  LF  |      13.00000       6825.00|      11.62000       6100.50|      12.00000        6300.00
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0280 606.21                   37.500  LF  |      16.00000        600.00|      15.53000        582.38|      16.00000         600.00
  GUARDRAIL TYPE 3B - 15 FOOT RADIUS AND  |                            |                            |
  LESS                                    |                            |                            |
     LETTING DATE : 03/30/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/30/05
                                                                                                                   PAGE : 3
     COUNTIE(S): KENNEBEC                               TABULATION OF BIDS
                                            CONTRACT ID : 011047.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000063             |(   2   ) 000416            |(   3  ) 001954
                                          |WYMAN & SIMPSON, INC.       |T BUCK CONSTRUCTION INC.    |TECHNICAL CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 606.22                   62.500  LF  |      16.00000       1000.00|      15.53000        970.63|      16.00000        1000.00
  GUARDRAIL TYPE 3B - OVER 15 FOOT RADIUS |                            |                            |
0300 606.265                   2.000  EA  |      65.00000        130.00|      60.00000        120.00|      61.00000         122.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0310 606.35                    9.000  EA  |      27.00000        243.00|      25.00000        225.00|      25.00000         225.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0320 606.78                    1.000  EA  |     860.00000        860.00|     800.00000        800.00|     810.00000         810.00
  LOW VOLUME GUARDRAIL ENDS - TYPE 3      |                            |                            |
0330 606.79                    3.000  EA  |    2050.00000       6150.00|    1900.00000       5700.00|    1900.00000        5700.00
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0340 609.31                  200.000  LF  |       7.00000       1400.00|       6.00000       1200.00|      10.00000        2000.00
  CURB TYPE 3                             |                            |                            |
0350 610.08                  200.000  CY  |      58.00000      11600.00|      55.00000      11000.00|      53.00000       10600.00
  PLAIN RIPRAP                            |                            |                            |
0360 610.18                   50.000  CY  |      60.00000       3000.00|      62.50000       3125.00|      50.00000        2500.00
  STONE DITCH PROTECTION                  |                            |                            |
0370 613.319                  50.000  SY  |       3.50000        175.00|       3.50000        175.00|       5.00000         250.00
  EROSION CONTROL BLANKET                 |                            |                            |
0380 615.07                   90.000  CY  |      25.00000       2250.00|      40.00000       3600.00|      45.00000        4050.00
  LOAM                                    |                            |                            |
0390 618.13                   14.000  UN  |      38.00000        532.00|      35.00000        490.00|      35.00000         490.00
  SEEDING METHOD NUMBER 1                 |                            |                            |
0400 619.12                   14.000  UN  |      25.00000        350.00|      24.00000        336.00|      24.00000         336.00
  MULCH                                   |                            |                            |
0410 619.1401                180.000  CY  |      23.50000       4230.00|      34.50000       6210.00|      38.00000        6840.00
  EROSION CONTROL MIX                     |                            |                            |
0420 621.12                   12.000  EA  |     138.00000       1656.00|     129.00000       1548.00|     130.00000        1560.00
  SMALL DECIDUOUS TREES (5 FOOT - 6 FOOT) |                            |                            |
  GROUP A                                 |                            |                            |
0430 621.249                  12.000  EA  |     215.00000       2580.00|     198.00000       2376.00|     200.00000        2400.00
  LARGE DECIDUOUS TREES (6 FOOT - 8 FOOT) |                            |                            |
  GROUP A                                 |                            |                            |
0440 621.54                   72.000  EA  |      40.00000       2880.00|      34.00000       2448.00|      34.00000        2448.00
  DECIDUOUS SHRUBS (18 INCH - 24 INCH)    |                            |                            |
  GROUP A                                 |                            |                            |
0450 627.711                2100.000  LF  |       0.55000       1155.00|       0.50000       1050.00|       0.70000        1470.00
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY)            |                            |                            |
0460 629.05                   20.000  HR  |      25.00000        500.00|      35.00000        700.00|      25.00000         500.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
     LETTING DATE : 03/30/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/30/05
                                                                                                                   PAGE : 4
     COUNTIE(S): KENNEBEC                               TABULATION OF BIDS
                                            CONTRACT ID : 011047.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000063             |(   2   ) 000416            |(   3  ) 001954
                                          |WYMAN & SIMPSON, INC.       |T BUCK CONSTRUCTION INC.    |TECHNICAL CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0470 631.12                   10.000  HR  |      90.00000        900.00|     105.00000       1050.00|     130.00000        1300.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0480 631.15                   10.000  HR  |      45.00000        450.00|      70.00000        700.00|      80.00000         800.00
  ROLLER, EARTH AND BASE COURSE           |                            |                            |
  (INCLUDING OPERATOR )                   |                            |                            |
0490 631.171                  10.000  HR  |      32.00000        320.00|      55.00000        550.00|      50.00000         500.00
  TRUCK - SMALL (INCLUDING OPERATOR)      |                            |                            |
0500 635.30                  700.000  SF  |      42.00000      29400.00|      52.50000      36750.00|      54.00000       37800.00
  PREFABRICATED MODULAR GRAVITY WALL      |                            |                            |
0510 639.19                    1.000  EA  |    3200.00000       3200.00|    7500.00000       7500.00|    7200.00000        7200.00
  FIELD OFFICE TYPE B                     |                            |                            |
0520 652.31                    6.000  EA  |      30.00000        180.00|     110.00000        660.00|      90.00000         540.00
  TYPE I BARRICADE                        |                            |                            |
0530 652.312                   4.000  EA  |     150.00000        600.00|     250.00000       1000.00|     330.00000        1320.00
  TYPE III BARRICADE                      |                            |                            |
0540 652.33                   10.000  EA  |      25.00000        250.00|      75.00000        750.00|      58.00000         580.00
  DRUM                                    |                            |                            |
0550 652.34                   20.000  EA  |      15.00000        300.00|      20.00000        400.00|      15.00000         300.00
  CONE                                    |                            |                            |
0560 652.35                  500.000  SF  |       9.30000       4650.00|      15.50000       7750.00|      11.00000        5500.00
  CONSTRUCTION SIGNS                      |                            |                            |
0570 652.361                 180.000  LS  |    2500.00000       2500.00|    2500.00000       2500.00|    2300.00000        2300.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0580 652.38                   40.000  HR  |      15.00000        600.00|      15.00000        600.00|      14.00000         560.00
  FLAGGER                                 |                            |                            |
0590 656.75                           LUMP|    5000.00000       5000.00|    9500.00000       9500.00|    6800.00000        6800.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0600 659.101                          LUMP|   61000.00000      61000.00|   58616.50000      58616.50|   80000.00000       80000.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    674,400.00|             $    733,337.01|              $    832,459.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    674,400.00|             $    733,337.01|              $    832,459.00
====================================================================================================================================