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     LETTING DATE : 05/05/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 05/05/04
                                                                                                                   PAGE : 1
     COUNTIE(S): KENNEBEC                               TABULATION OF BIDS
                                            CONTRACT ID : 010114.00                                     COMPLETION DATE : 10/30/04
                                                           =========
   PROJECT(S):  STP-BR-1011(400)X       LOCATION(S): WAYNE                          MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  SUPERSTRUCTURE REPLACEMENT                                                    NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000063         WYMAN & SIMPSON, INC.                                                  $    444,700.00     100.0000%
   2   000416         T BUCK CONSTRUCTION INC.                                               $    467,339.00     105.0908%
   3   000009         BANCROFT CONTRACTING CORP.                                             $    504,011.00     113.3373%
   4   000032         REED & REED, INC.                                                      $    517,773.00     116.4320%
   5   001954         TECHNICAL CONSTRUCTION INC.                                            $    519,985.00     116.9294%
   6   000118         STETSON & WATSON, J. V.                                                $    579,269.00     130.2606%
====================================================================================================================================
                                          |(   1  ) 000063             |(   2  ) 000416             |(   3  ) 000009
                                          |WYMAN & SIMPSON, INC.       |T BUCK CONSTRUCTION INC.    |BANCROFT CONTRACTING CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   BRIDGE ITEMS
                                          |                            |                            |
0010 202.10                   63.000  LS  |   55000.00000      55000.00|   41500.00000      41500.00|   47600.00000       47600.00
  REMOVING EXISTING SUPERSTRUCTURE        |                            |                            |
  (PROPERTY OF CONTRACTOR)                |                            |                            |
0020 202.12                   26.000  M3  |     280.00000       7280.00|     675.00000      17550.00|    1050.00000       27300.00
  REMOVING EXISTING STRUCTURAL CONCRETE   |                            |                            |
0030 203.20                  585.000  M3  |       9.00000       5265.00|      12.50000       7312.50|       6.40000        3744.00
  COMMON EXCAVATION                       |                            |                            |
0040 203.24                   10.000  M3  |      12.00000        120.00|      35.00000        350.00|      20.00000         200.00
  COMMON BORROW                           |                            |                            |
0050 203.25                   54.000  M3  |      25.00000       1350.00|      38.00000       2052.00|     115.00000        6210.00
  GRANULAR BORROW                         |                            |                            |
0060 206.082                  58.000  M3  |      35.00000       2030.00|      30.00000       1740.00|      65.00000        3770.00
  STRUCTURAL EARTH EXCAVATION - MAJOR     |                            |                            |
  STRUCTURES                              |                            |                            |
0070 304.10                  530.000  M3  |      20.00000      10600.00|      28.00000      14840.00|      24.00000       12720.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0080 403.209                   9.000  MG  |     205.00000       1845.00|     175.00000       1575.00|     230.00000        2070.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0090 403.210                  70.000  MG  |     205.00000      14350.00|     175.00000      12250.00|     236.00000       16520.00
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
     LETTING DATE : 05/05/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 05/05/04
                                                                                                                   PAGE : 2
     COUNTIE(S): KENNEBEC                               TABULATION OF BIDS
                                            CONTRACT ID : 010114.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000063             |(   2   ) 000416            |(   3  ) 000009
                                          |WYMAN & SIMPSON, INC.       |T BUCK CONSTRUCTION INC.    |BANCROFT CONTRACTING CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 403.213                  58.000  MG  |     205.00000      11890.00|     175.00000      10150.00|     236.00000       13688.00
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0110 409.15                   60.000  L   |      21.00000       1260.00|      20.00000       1200.00|      27.00000        1620.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0120 502.21                   29.000  M3  |    1350.00000      39150.00|     985.00000      28565.00|     635.00000       18415.00
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0130 502.25                   12.000  LS  |   15000.00000      15000.00|   18550.00000      18550.00|   17000.00000       17000.00
  STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB |                            |                            |
0140 502.31                   23.000  LS  |   13000.00000      13000.00|   15650.00000      15650.00|    7800.00000        7800.00
  STRUCTURAL CONCRETE APPROACH SLABS      |                            |                            |
0150 502.49                    8.000  LS  |   10000.00000      10000.00|    5900.00000       5900.00|    4200.00000        4200.00
  STRUCTURAL CONCRETE CURBS AND SIDEWALKS |                            |                            |
0160 503.12                 2525.000  KG  |       1.08000       2727.00|       1.00000       2525.00|       1.40000        3535.00
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0170 503.13                 2525.000  KG  |       0.52000       1313.00|       2.50000       6312.50|       1.40000        3535.00
  REINFORCING STEEL, PLACING              |                            |                            |
0180 508.14                  144.000  LS  |    7500.00000       7500.00|    8450.00000       8450.00|    6900.00000        6900.00
  HIGH PERFORMANCE WATERPROOFING MEMBRANE |                            |                            |
0190 511.07                           LUMP|    2500.00000       2500.00|    5500.00000       5500.00|   31000.00000       31000.00
  COFFERDAM: Abutment 1, Phase 1          |                            |                            |
0200 511.07                           LUMP|    2500.00000       2500.00|    4000.00000       4000.00|    5900.00000        5900.00
  COFFERDAM: Abutment 1, Phase 2          |                            |                            |
0210 511.07                           LUMP|    2500.00000       2500.00|    5500.00000       5500.00|    5900.00000        5900.00
  COFFERDAM: Abutment 2, Phase 1          |                            |                            |
0220 511.07                           LUMP|    2500.00000       2500.00|    4000.00000       4000.00|    5900.00000        5900.00
  COFFERDAM: Abutment 2, Phase 2          |                            |                            |
0230 514.06                    1.000  EA  |     700.00000        700.00|    1200.00000       1200.00|     800.00000         800.00
  CURING BOX FOR CONCRETE CYLINDERS       |                            |                            |
0240 515.21                   79.000  LS  |    1000.00000       1000.00|     660.00000        660.00|     800.00000         800.00
  PROTECTIVE COATING FOR CONCRETE SURFACE |                            |                            |
0250 525.30                    6.000  M2  |     100.00000        600.00|     300.00000       1800.00|    1200.00000        7200.00
  GRANITE MASONRY                         |                            |                            |
0260 526.323                  18.000  LS  |   17500.00000      17500.00|   15000.00000      15000.00|    8600.00000        8600.00
  TEXAS CLASSIC RAIL                      |                            |                            |
0270 535.60                   43.000  LS  |   96500.00000      96500.00|   91500.00000      91500.00|   92000.00000       92000.00
  PRESTRESSED STRUCTURAL CONCRETE SLAB    |                            |                            |
0280 603.15                   15.000  M   |      90.00000       1350.00|     177.00000       2655.00|     106.00000        1590.00
  300  MILLI METER CULVERT PIPE OPTION I  |                            |                            |
0290 603.7315                 20.000  M   |      90.00000       1800.00|     125.50000       2510.00|      65.00000        1300.00
  REMOVE & RELAY 375 MM METAL PIPE        |                            |                            |
     LETTING DATE : 05/05/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 05/05/04
                                                                                                                   PAGE : 3
     COUNTIE(S): KENNEBEC                               TABULATION OF BIDS
                                            CONTRACT ID : 010114.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000063             |(   2   ) 000416            |(   3  ) 000009
                                          |WYMAN & SIMPSON, INC.       |T BUCK CONSTRUCTION INC.    |BANCROFT CONTRACTING CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 603.76                    2.000  EA  |     550.00000       1100.00|     495.00000        990.00|     650.00000        1300.00
  300 MM INLET GRATE UNIT                 |                            |                            |
0310 604.09                    2.000  EA  |    1680.00000       3360.00|    2085.00000       4170.00|    2700.00000        5400.00
  CATCH BASIN TYPE B1                     |                            |                            |
0320 606.1721                  3.000  EA  |    1050.00000       3150.00|    1000.00000       3000.00|    1300.00000        3900.00
  BRIDGE TRANSITION - TYPE 1              |                            |                            |
0330 606.257                   1.000  EA  |     100.00000        100.00|     100.00000        100.00|     200.00000         200.00
  TERMINAL CONNECTOR - THRIE BEAM         |                            |                            |
0340 606.265                   1.000  EA  |      52.00000         52.00|      50.00000         50.00|     100.00000         100.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0350 606.35                    6.000  EA  |      25.00000        150.00|      25.00000        150.00|      30.00000         180.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0360 606.55                   12.000  M   |     100.00000       1200.00|      96.50000       1158.00|     130.00000        1560.00
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0370 606.59                    5.000  M   |     100.00000        500.00|      96.50000        482.50|     120.00000         600.00
  GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES |                            |                            |
0380 606.64                    4.000  M   |     120.00000        480.00|     116.00000        464.00|     150.00000         600.00
  GUARDRAIL THRIE BEAM - DOUBLE RAIL      |                            |                            |
0390 606.66                    1.000  EA  |      80.00000         80.00|      75.00000         75.00|     100.00000         100.00
  TERMINAL END THRIE BEAM                 |                            |                            |
0400 606.71                    5.000  M   |     258.00000       1290.00|     246.50000       1232.50|     340.00000        1700.00
  GUARDRAIL THRIE BEAM - 4.5 METER RADIUS |                            |                            |
  AND LESS                                |                            |                            |
0410 606.76                    2.000  EA  |    1600.00000       3200.00|    1500.00000       3000.00|    2000.00000        4000.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0420 609.31                  104.000  M   |      19.00000       1976.00|      18.00000       1872.00|      34.00000        3536.00
  CURB TYPE 3                             |                            |                            |
0430 610.18                    5.000  M3  |      80.00000        400.00|     110.00000        550.00|     140.00000         700.00
  STONE DITCH PROTECTION                  |                            |                            |
0440 615.0701                 12.000  M3  |      40.00000        480.00|      80.00000        960.00|      80.00000         960.00
  LOAM - PLAN QUANTITY                    |                            |                            |
0450 618.1401                  1.000  UN  |     370.00000        370.00|     350.00000        350.00|     500.00000         500.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0460 619.1201                  1.000  UN  |     370.00000        370.00|     350.00000        350.00|     500.00000         500.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0470 619.1401                 23.000  M3  |      40.00000        920.00|      60.00000       1380.00|     100.00000        2300.00
  EROSION CONTROL MIX                     |                            |                            |
0480 620.58                    2.000  M2  |      20.00000         40.00|     180.00000        360.00|      25.00000          50.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0490 627.711                 218.000  M   |       4.00000        872.00|       3.50000        763.00|       6.00000        1308.00
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
     LETTING DATE : 05/05/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 05/05/04
                                                                                                                   PAGE : 4
     COUNTIE(S): KENNEBEC                               TABULATION OF BIDS
                                            CONTRACT ID : 010114.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000063             |(   2   ) 000416            |(   3  ) 000009
                                          |WYMAN & SIMPSON, INC.       |T BUCK CONSTRUCTION INC.    |BANCROFT CONTRACTING CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 629.05                   20.000  HR  |      25.00000        500.00|      35.00000        700.00|      45.00000         900.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0510 631.12                   20.000  HR  |      85.00000       1700.00|     110.00000       2200.00|     130.00000        2600.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0520 631.14                   10.000  HR  |      75.00000        750.00|     125.00000       1250.00|     240.00000        2400.00
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0530 631.15                   20.000  HR  |      45.00000        900.00|      70.00000       1400.00|     120.00000        2400.00
  ROLLER, EARTH AND BASE COURSE           |                            |                            |
  (INCLUDING OPERATOR)                    |                            |                            |
0540 631.172                  10.000  HR  |      38.00000        380.00|      55.00000        550.00|      60.00000         600.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0550 631.22                   10.000  HR  |      45.00000        450.00|      85.00000        850.00|     110.00000        1100.00
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
0560 637.071                          LUMP|     800.00000        800.00|    2100.00000       2100.00|    1600.00000        1600.00
  DUST CONTROL                            |                            |                            |
0570 639.18                    1.000  EA  |    4000.00000       4000.00|    9550.00000       9550.00|    4300.00000        4300.00
  FIELD OFFICE TYPE A                     |                            |                            |
0580 643.72                           LUMP|   19500.00000      19500.00|   18365.00000      18365.00|   19500.00000       19500.00
  TEMPORARY TRAFFIC SIGNAL                |                            |                            |
0590 652.38                  100.000  HR  |      15.00000       1500.00|      15.00000       1500.00|      19.00000        1900.00
  FLAGGER                                 |                            |                            |
0600 652.39                           LUMP|   15000.00000      15000.00|   24825.00000      24825.00|   23400.00000       23400.00
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0610 656.75                           LUMP|    5000.00000       5000.00|    2400.00000       2400.00|    6000.00000        6000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0620 659.10                           LUMP|   45000.00000      45000.00|   49395.00000      49395.00|   50000.00000       50000.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    444,700.00|             $    467,339.00|              $    504,011.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    444,700.00|             $    467,339.00|              $    504,011.00
====================================================================================================================================
     LETTING DATE : 05/05/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 05/05/04
                                                                                                                   PAGE : 5
     COUNTIE(S): KENNEBEC                               TABULATION OF BIDS
                                            CONTRACT ID : 010114.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000032             |(   5   ) 001954            |(   6  ) 000118
                                          |REED & REED INC.            |TECHNICAL CONSTRUCTION INC. |STETSON & WATSON, J. V.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   BRIDGE ITEMS
                                          |                            |                            |
0010 202.10                   63.000  LS  |   45000.00000      45000.00|   45000.00000      45000.00|  100000.00000      100000.00
  REMOVING EXISTING SUPERSTRUCTURE        |                            |                            |
  (PROPERTY OF CONTRACTOR)                |                            |                            |
0020 202.12                   26.000  M3  |    1000.00000      26000.00|     595.00000      15470.00|     950.00000       24700.00
  REMOVING EXISTING STRUCTURAL CONCRETE   |                            |                            |
0030 203.20                  585.000  M3  |       5.00000       2925.00|      26.00000      15210.00|      10.00000        5850.00
  COMMON EXCAVATION                       |                            |                            |
0040 203.24                   10.000  M3  |      14.00000        140.00|      16.00000        160.00|      20.00000         200.00
  COMMON BORROW                           |                            |                            |
0050 203.25                   54.000  M3  |      86.00000       4644.00|      21.00000       1134.00|      20.00000        1080.00
  GRANULAR BORROW                         |                            |                            |
0060 206.082                  58.000  M3  |      46.00000       2668.00|      29.00000       1682.00|      30.00000        1740.00
  STRUCTURAL EARTH EXCAVATION - MAJOR     |                            |                            |
  STRUCTURES                              |                            |                            |
0070 304.10                  530.000  M3  |      18.00000       9540.00|      34.00000      18020.00|      30.00000       15900.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0080 403.209                   9.000  MG  |     175.00000       1575.00|     180.00000       1620.00|     175.00000        1575.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0090 403.210                  70.000  MG  |     175.00000      12250.00|     180.00000      12600.00|     175.00000       12250.00
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0100 403.213                  58.000  MG  |     175.00000      10150.00|     180.00000      10440.00|     175.00000       10150.00
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0110 409.15                   60.000  L   |      20.00000       1200.00|      20.00000       1200.00|      20.00000        1200.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0120 502.21                   29.000  M3  |    2500.00000      72500.00|    1410.00000      40890.00|     900.00000       26100.00
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0130 502.25                   12.000  LS  |   15000.00000      15000.00|   11100.00000      11100.00|   30000.00000       30000.00
  STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB |                            |                            |
0140 502.31                   23.000  LS  |    9000.00000       9000.00|   14400.00000      14400.00|   12000.00000       12000.00
  STRUCTURAL CONCRETE APPROACH SLABS      |                            |                            |
0150 502.49                    8.000  LS  |    8000.00000       8000.00|    7510.00000       7510.00|    7500.00000        7500.00
  STRUCTURAL CONCRETE CURBS AND SIDEWALKS |                            |                            |
0160 503.12                 2525.000  KG  |       2.00000       5050.00|       1.00000       2525.00|       2.00000        5050.00
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0170 503.13                 2525.000  KG  |       4.00000      10100.00|       4.00000      10100.00|       2.00000        5050.00
  REINFORCING STEEL, PLACING              |                            |                            |
     LETTING DATE : 05/05/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 05/05/04
                                                                                                                   PAGE : 6
     COUNTIE(S): KENNEBEC                               TABULATION OF BIDS
                                            CONTRACT ID : 010114.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000032             |(   5   ) 001954            |(   6  ) 000118
                                          |REED & REED INC.            |TECHNICAL CONSTRUCTION INC. |STETSON & WATSON, J. V.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 508.14                  144.000  LS  |    7500.00000       7500.00|   10400.00000      10400.00|    7000.00000        7000.00
  HIGH PERFORMANCE WATERPROOFING MEMBRANE |                            |                            |
0190 511.07                           LUMP|   15000.00000      15000.00|   15500.00000      15500.00|   30000.00000       30000.00
  COFFERDAM: Abutment 1, Phase 1          |                            |                            |
0200 511.07                           LUMP|   15000.00000      15000.00|   14600.00000      14600.00|    5000.00000        5000.00
  COFFERDAM: Abutment 1, Phase 2          |                            |                            |
0210 511.07                           LUMP|   15000.00000      15000.00|   15500.00000      15500.00|   30000.00000       30000.00
  COFFERDAM: Abutment 2, Phase 1          |                            |                            |
0220 511.07                           LUMP|   15000.00000      15000.00|   15500.00000      15500.00|    5000.00000        5000.00
  COFFERDAM: Abutment 2, Phase 2          |                            |                            |
0230 514.06                    1.000  EA  |     850.00000        850.00|    1000.00000       1000.00|     800.00000         800.00
  CURING BOX FOR CONCRETE CYLINDERS       |                            |                            |
0240 515.21                   79.000  LS  |    1200.00000       1200.00|     500.00000        500.00|     500.00000         500.00
  PROTECTIVE COATING FOR CONCRETE SURFACE |                            |                            |
0250 525.30                    6.000  M2  |     350.00000       2100.00|     500.00000       3000.00|     100.00000         600.00
  GRANITE MASONRY                         |                            |                            |
0260 526.323                  18.000  LS  |   20000.00000      20000.00|   15100.00000      15100.00|   20000.00000       20000.00
  TEXAS CLASSIC RAIL                      |                            |                            |
0270 535.60                   43.000  LS  |   80000.00000      80000.00|   94200.00000      94200.00|   85000.00000       85000.00
  PRESTRESSED STRUCTURAL CONCRETE SLAB    |                            |                            |
0280 603.15                   15.000  M   |      80.00000       1200.00|     202.00000       3030.00|     150.00000        2250.00
  300  MILLI METER CULVERT PIPE OPTION I  |                            |                            |
0290 603.7315                 20.000  M   |      40.00000        800.00|     177.00000       3540.00|      50.00000        1000.00
  REMOVE & RELAY 375 MM METAL PIPE        |                            |                            |
0300 603.76                    2.000  EA  |     475.00000        950.00|     300.00000        600.00|     250.00000         500.00
  300 MM INLET GRATE UNIT                 |                            |                            |
0310 604.09                    2.000  EA  |    2000.00000       4000.00|    1520.00000       3040.00|    2000.00000        4000.00
  CATCH BASIN TYPE B1                     |                            |                            |
0320 606.1721                  3.000  EA  |    1000.00000       3000.00|    1010.00000       3030.00|    1500.00000        4500.00
  BRIDGE TRANSITION - TYPE 1              |                            |                            |
0330 606.257                   1.000  EA  |     100.00000        100.00|     100.00000        100.00|     100.00000         100.00
  TERMINAL CONNECTOR - THRIE BEAM         |                            |                            |
0340 606.265                   1.000  EA  |      50.00000         50.00|      50.00000         50.00|      30.00000          30.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0350 606.35                    6.000  EA  |      25.00000        150.00|      25.00000        150.00|      30.00000         180.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0360 606.55                   12.000  M   |     100.00000       1200.00|      97.00000       1164.00|      97.00000        1164.00
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0370 606.59                    5.000  M   |     100.00000        500.00|      97.00000        485.00|      97.00000         485.00
  GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES |                            |                            |
     LETTING DATE : 05/05/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 05/05/04
                                                                                                                   PAGE : 7
     COUNTIE(S): KENNEBEC                               TABULATION OF BIDS
                                            CONTRACT ID : 010114.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000032             |(   5   ) 001954            |(   6  ) 000118
                                          |REED & REED INC.            |TECHNICAL CONSTRUCTION INC. |STETSON & WATSON, J. V.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 606.64                    4.000  M   |     116.00000        464.00|     117.00000        468.00|     115.00000         460.00
  GUARDRAIL THRIE BEAM - DOUBLE RAIL      |                            |                            |
0390 606.66                    1.000  EA  |      75.00000         75.00|      76.00000         76.00|      75.00000          75.00
  TERMINAL END THRIE BEAM                 |                            |                            |
0400 606.71                    5.000  M   |     250.00000       1250.00|     249.00000       1245.00|     250.00000        1250.00
  GUARDRAIL THRIE BEAM - 4.5 METER RADIUS |                            |                            |
  AND LESS                                |                            |                            |
0410 606.76                    2.000  EA  |    1500.00000       3000.00|    1520.00000       3040.00|    1500.00000        3000.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0420 609.31                  104.000  M   |      25.00000       2600.00|      22.00000       2288.00|      30.00000        3120.00
  CURB TYPE 3                             |                            |                            |
0430 610.18                    5.000  M3  |     105.00000        525.00|      76.00000        380.00|      40.00000         200.00
  STONE DITCH PROTECTION                  |                            |                            |
0440 615.0701                 12.000  M3  |      61.00000        732.00|      60.00000        720.00|      30.00000         360.00
  LOAM - PLAN QUANTITY                    |                            |                            |
0450 618.1401                  1.000  UN  |     350.00000        350.00|     354.00000        354.00|     100.00000         100.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0460 619.1201                  1.000  UN  |     350.00000        350.00|     354.00000        354.00|     100.00000         100.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0470 619.1401                 23.000  M3  |      74.00000       1702.00|      46.00000       1058.00|      30.00000         690.00
  EROSION CONTROL MIX                     |                            |                            |
0480 620.58                    2.000  M2  |      10.00000         20.00|     100.00000        200.00|      10.00000          20.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0490 627.711                 218.000  M   |       3.50000        763.00|       4.00000        872.00|       5.00000        1090.00
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0500 629.05                   20.000  HR  |      35.00000        700.00|      35.00000        700.00|      30.00000         600.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0510 631.12                   20.000  HR  |      95.00000       1900.00|     100.00000       2000.00|     100.00000        2000.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0520 631.14                   10.000  HR  |     175.00000       1750.00|     100.00000       1000.00|     100.00000        1000.00
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0530 631.15                   20.000  HR  |      90.00000       1800.00|      65.00000       1300.00|      60.00000        1200.00
  ROLLER, EARTH AND BASE COURSE           |                            |                            |
  (INCLUDING OPERATOR)                    |                            |                            |
0540 631.172                  10.000  HR  |      45.00000        450.00|      50.00000        500.00|      50.00000         500.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0550 631.22                   10.000  HR  |      90.00000        900.00|      75.00000        750.00|      75.00000         750.00
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
0560 637.071                          LUMP|    1200.00000       1200.00|    2000.00000       2000.00|     500.00000         500.00
  DUST CONTROL                            |                            |                            |
     LETTING DATE : 05/05/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 05/05/04
                                                                                                                   PAGE : 8
     COUNTIE(S): KENNEBEC                               TABULATION OF BIDS
                                            CONTRACT ID : 010114.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000032             |(   5   ) 001954            |(   6  ) 000118
                                          |REED & REED INC.            |TECHNICAL CONSTRUCTION INC. |STETSON & WATSON, J. V.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0570 639.18                    1.000  EA  |    6000.00000       6000.00|    6000.00000       6000.00|    4000.00000        4000.00
  FIELD OFFICE TYPE A                     |                            |                            |
0580 643.72                           LUMP|   15000.00000      15000.00|   23900.00000      23900.00|   15000.00000       15000.00
  TEMPORARY TRAFFIC SIGNAL                |                            |                            |
0590 652.38                  100.000  HR  |      14.00000       1400.00|      20.00000       2000.00|      13.00000        1300.00
  FLAGGER                                 |                            |                            |
0600 652.39                           LUMP|   22000.00000      22000.00|    8000.00000       8000.00|   30000.00000       30000.00
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0610 656.75                           LUMP|    3500.00000       3500.00|    2230.00000       2230.00|    3500.00000        3500.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0620 659.10                           LUMP|   30000.00000      30000.00|   49000.00000      49000.00|   50000.00000       50000.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    517,773.00|             $    519,985.00|              $    579,269.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    517,773.00|             $    519,985.00|              $    579,269.00
====================================================================================================================================