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     LETTING DATE : 12/10/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/03
                                                                                                                   PAGE : 1
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 008972.00                                     COMPLETION DATE : 11/26/04
                                                           =========
   PROJECT(S):  STP-8972(00)X           LOCATION(S): PERU                           MAINE STATE DEPARTMENT OF TRANSPORTATION
                BR-1019(556)X                        PERU
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  BRIDGE REPLACEMENT                                                            NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   001954         TECHNICAL CONSTRUCTION INC.                                            $    711,574.00     100.0000%
   2   000164         C P M CONSTRUCTORS                                                     $    829,668.25     116.5962%
   3   000416         T BUCK CONSTRUCTION INC.                                               $    855,555.05     120.2342%
   4   000063         WYMAN & SIMPSON, INC.                                                  $    909,106.00     127.7599%
   5   001962         NEWMAN CONCRETE SERVICES                                               $  1,052,665.00     147.9347%
====================================================================================================================================
                                          |(   1  ) 001954             |(   2  ) 000164             |(   3  ) 000416
                                          |TECHNICAL CONSTRUCTION INC. |C P M CONSTRUCTORS          |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   BRIDGE ITEMS
                                          |                            |                            |
0010 202.19                  121.000  LS  |   40000.00000      40000.00|   40000.00000      40000.00|   51000.00000       51000.00
  REMOVING EXISTING BRIDGE                |                            |                            |
0020 203.20                 1690.000  M3  |      10.00000      16900.00|      10.00000      16900.00|      10.25000       17322.50
  COMMON EXCAVATION                       |                            |                            |
0030 203.24                   10.000  M3  |       5.00000         50.00|      40.00000        400.00|      28.00000         280.00
  COMMON BORROW                           |                            |                            |
0040 203.25                 1215.000  M3  |      18.00000      21870.00|      21.00000      25515.00|      24.50000       29767.50
  GRANULAR BORROW                         |                            |                            |
0050 206.082                 580.000  M3  |      10.00000       5800.00|      13.00000       7540.00|      19.50000       11310.00
  STRUCTURAL EARTH EXCAVATION - MAJOR     |                            |                            |
  STRUCTURES                              |                            |                            |
0060 304.10                 1625.000  M3  |      17.00000      27625.00|      20.00000      32500.00|      19.50000       31687.50
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0070 403.208                 180.000  MG  |      67.00000      12060.00|      65.00000      11700.00|      65.15000       11727.00
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0080 403.209                  26.000  MG  |      91.00000       2366.00|      89.00000       2314.00|      89.00000        2314.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0090 403.210                 130.000  MG  |      80.00000      10400.00|      78.00000      10140.00|      78.20000       10166.00
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0100 403.213                 270.000  MG  |      66.00000      17820.00|      65.00000      17550.00|      65.15000       17590.50
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
     LETTING DATE : 12/10/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/03
                                                                                                                   PAGE : 2
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 008972.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001954             |(   2   ) 000164            |(   3  ) 000416
                                          |TECHNICAL CONSTRUCTION INC. |C P M CONSTRUCTORS          |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 409.15                  190.000  L   |       3.00000        570.00|      10.00000       1900.00|       3.00000         570.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0120 501.231                   2.000  EA  |    2020.00000       4040.00|    2500.00000       5000.00|    2000.00000        4000.00
  DYNAMIC LOADING TEST                    |                            |                            |
0130 501.50                   90.000  M   |     140.00000      12600.00|     150.00000      13500.00|     135.00000       12150.00
  STEEL H-BEAM PILES 132 KG/M, DELIVERED  |                            |                            |
0140 501.501                  90.000  M   |       5.00000        450.00|       5.00000        450.00|      17.50000        1575.00
  STEEL H-BEAM PILES 132 KG/M, IN PLACE   |                            |                            |
0150 501.90                    8.000  EA  |     300.00000       2400.00|     300.00000       2400.00|     300.00000        2400.00
  PILE TIPS                               |                            |                            |
0160 501.91                    4.000  EA  |      10.00000         40.00|      10.00000         40.00|      10.00000          40.00
  PILE SPLICES                            |                            |                            |
0170 501.92                           LUMP|   20500.00000      20500.00|   20000.00000      20000.00|   44000.00000       44000.00
  PILE DRIVING EQUIPMENT MOBILIZATION     |                            |                            |
0180 502.219                  50.000  LS  |   36000.00000      36000.00|   50000.00000      50000.00|   57000.00000       57000.00
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0190 502.26                   51.000  LS  |   57400.00000      57400.00|   60000.00000      60000.00|   42000.00000       42000.00
  STRUCTURAL CONCRETE ROADWAY AND         |                            |                            |
  SIDEWALK SLABS ON STEEL BRIDGES         |                            |                            |
0200 502.49                    8.000  LS  |    9000.00000       9000.00|    7500.00000       7500.00|    9000.00000        9000.00
  STRUCTURAL CONCRETE CURBS AND SIDEWALKS |                            |                            |
0210 503.12                11700.000  KG  |       0.33000       3861.00|       0.25000       2925.00|       0.75000        8775.00
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0220 503.13                11700.000  KG  |       0.33000       3861.00|       0.25000       2925.00|       1.00000       11700.00
  REINFORCING STEEL, PLACING              |                            |                            |
0230 504.701               30000.000  LS  |   55000.00000      55000.00|   50000.00000      50000.00|   53000.00000       53000.00
  STRUCTURAL STEEL FABRICATED AND         |                            |                            |
  DELIVERED, ROLLED                       |                            |                            |
0240 504.71                30000.000  LS  |   18000.00000      18000.00|    7500.00000       7500.00|   23000.00000       23000.00
  STRUCTURAL STEEL ERECTION               |                            |                            |
0250 505.08                  624.000  LS  |    2680.00000       2680.00|    1500.00000       1500.00|    1800.00000        1800.00
  SHEAR CONNECTORS                        |                            |                            |
0260 507.0811                 47.000  LS  |   14000.00000      14000.00|   13000.00000      13000.00|   13000.00000       13000.00
  STEEL BRIDGE RAILING, 2 BAR             |                            |                            |
0270 508.14                  200.000  LS  |    8070.00000       8070.00|    7700.00000       7700.00|    8000.00000        8000.00
  HIGH PERFORMANCE WATERPROOFING MEMBRANE |                            |                            |
0280 509.12                39800.000  LS  |   68300.00000      68300.00|   70000.00000      70000.00|  136000.00000      136000.00
  STEEL STRUCTURAL PLATE PIPE ARCH:       |                            |                            |
0290 510.10                           LUMP|   34000.00000      34000.00|   70000.00000      70000.00|   35000.00000       35000.00
  SPECIAL DETOUR_____(M) ROADWAY WIDTH    |                            |                            |
  VEHICULAR & PEDESTRIAN TRAFFIC NOT      |                            |                            |
  SEPARATED - WORTHLEY BRIDGE             |                            |                            |
     LETTING DATE : 12/10/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/03
                                                                                                                   PAGE : 3
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 008972.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001954             |(   2   ) 000164            |(   3  ) 000416
                                          |TECHNICAL CONSTRUCTION INC. |C P M CONSTRUCTORS          |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 510.10                           LUMP|   46000.00000      46000.00|   55000.00000      55000.00|   50000.00000       50000.00
  SPECIAL DETOUR_____(M) ROADWAY WIDTH    |                            |                            |
  VEHICULAR & PEDESTRIAN TRAFFIC NOT      |                            |                            |
  SEPARATED ARNOLD BRIDGE                 |                            |                            |
0310 511.07                           LUMP|    4000.00000       4000.00|   10000.00000      10000.00|   10500.00000       10500.00
  COFFERDAM: - ABUTMENT NO 1              |                            |                            |
0320 511.07                           LUMP|     950.00000        950.00|   10000.00000      10000.00|     400.00000         400.00
  COFFERDAM: - ABUTMENT NO 2              |                            |                            |
0330 511.07                           LUMP|    2500.00000       2500.00|   10000.00000      10000.00|    5000.00000        5000.00
  COFFERDAM: ABUTMENT NO.1                |                            |                            |
0340 511.07                           LUMP|    2000.00000       2000.00|   10000.00000      10000.00|    5000.00000        5000.00
  COFFERDAM: ABUTMENT NO.2                |                            |                            |
0350 515.21                  100.000  LS  |     570.00000        570.00|    1500.00000       1500.00|     800.00000         800.00
  PROTECTIVE COATING FOR CONCRETE SURFACE |                            |                            |
0360 526.301                  17.000  LS  |    2710.00000       2710.00|   10000.00000      10000.00|    5500.00000        5500.00
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0370 526.34                    4.000  EA  |    1060.00000       4240.00|    1300.00000       5200.00|    1250.00000        5000.00
  PERMANENT CONCRETE TRANSITION BARRIER   |                            |                            |
0380 603.16                   25.000  M   |      82.00000       2050.00|      85.00000       2125.00|      68.00000        1700.00
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0390 606.17                   92.000  M   |      40.00000       3680.00|      40.00000       3680.00|      39.29000        3614.68
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0400 606.25                    3.000  EA  |     250.00000        750.00|     250.00000        750.00|     250.00000         750.00
  TERMINAL CONNECTOR                      |                            |                            |
0410 606.265                   4.000  EA  |      81.00000        324.00|      80.00000        320.00|      80.00000         320.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0420 606.35                   12.000  EA  |      30.00000        360.00|      30.00000        360.00|      30.00000         360.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0430 606.60                   31.000  M   |      47.00000       1457.00|      47.00000       1457.00|      46.65000        1446.15
  GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU |                            |                            |
0440 606.76                    3.000  EA  |    1570.00000       4710.00|    1600.00000       4800.00|    1550.00000        4650.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0450 606.78                    1.000  EA  |    1010.00000       1010.00|    1000.00000       1000.00|    1000.00000        1000.00
  LOW VOLUME GUARDRAIL END - TYPE 3       |                            |                            |
0460 609.31                   10.000  M   |      50.00000        500.00|      50.00000        500.00|      50.00000         500.00
  CURB TYPE 3                             |                            |                            |
0470 610.08                  490.000  M3  |      38.00000      18620.00|      50.00000      24500.00|      35.00000       17150.00
  PLAIN RIPRAP                            |                            |                            |
0480 610.18                   13.000  M3  |      30.00000        390.00|      60.00000        780.00|      50.00000         650.00
  STONE DITCH PROTECTION                  |                            |                            |
     LETTING DATE : 12/10/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/03
                                                                                                                   PAGE : 4
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 008972.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001954             |(   2   ) 000164            |(   3  ) 000416
                                          |TECHNICAL CONSTRUCTION INC. |C P M CONSTRUCTORS          |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 613.319                 170.000  M2  |       3.00000        510.00|       2.00000        340.00|       2.00000         340.00
  EROSION CONTROL BLANKET                 |                            |                            |
0500 615.07                   75.000  M3  |      39.00000       2925.00|      40.00000       3000.00|      42.00000        3150.00
  LOAM                                    |                            |                            |
0510 618.1401                 15.000  UN  |      35.00000        525.00|      35.00000        525.00|      35.00000         525.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0520 619.1201                 15.000  UN  |      25.00000        375.00|      10.00000        150.00|      15.00000         225.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0530 619.1401                145.000  M3  |      43.00000       6235.00|      40.00000       5800.00|      32.00000        4640.00
  EROSION CONTROL MIX                     |                            |                            |
0540 627.711                 645.000  M   |       2.00000       1290.00|       2.05000       1322.25|       1.25000         806.25
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0550 629.05                   40.000  HR  |      25.00000       1000.00|      25.00000       1000.00|      30.00000        1200.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0560 631.12                   10.000  HR  |      90.00000        900.00|      80.00000        800.00|     100.00000        1000.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0570 631.15                   10.000  HR  |      70.00000        700.00|      47.00000        470.00|      60.00000         600.00
  ROLLER, EARTH AND BASE COURSE           |                            |                            |
  (INCLUDING OPERATOR)                    |                            |                            |
0580 631.172                  20.000  HR  |      50.00000       1000.00|      47.00000        940.00|      50.00000        1000.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0590 637.071                          LUMP|    2630.00000       2630.00|    1000.00000       1000.00|    1900.00000        1900.00
  DUST CONTROL                            |                            |                            |
0600 639.19                    1.000  EA  |    5000.00000       5000.00|    5000.00000       5000.00|    4600.00000        4600.00
  FIELD OFFICE TYPE B                     |                            |                            |
0610 652.31                   16.000  EA  |      45.00000        720.00|      50.00000        800.00|      58.00000         928.00
  TYPE I BARRICADE                        |                            |                            |
0620 652.312                  16.000  EA  |     180.00000       2880.00|     150.00000       2400.00|     110.00000        1760.00
  TYPE III BARRICADE                      |                            |                            |
0630 652.33                   30.000  EA  |      40.00000       1200.00|      55.00000       1650.00|      50.00000        1500.00
  DRUM                                    |                            |                            |
0640 652.34                   40.000  EA  |      15.00000        600.00|      20.00000        800.00|      20.00000         800.00
  CONE                                    |                            |                            |
0650 652.35                   80.000  M2  |      80.00000       6400.00|     100.00000       8000.00|     110.00000        8800.00
  CONSTRUCTION SIGNS                      |                            |                            |
0660 652.36                  120.000  CD  |      35.00000       4200.00|      35.00000       4200.00|      78.00000        9360.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0670 652.38                   80.000  HR  |      21.00000       1680.00|      20.00000       1600.00|      25.00000        2000.00
  FLAGGER                                 |                            |                            |
     LETTING DATE : 12/10/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/03
                                                                                                                   PAGE : 5
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 008972.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001954             |(   2   ) 000164            |(   3  ) 000416
                                          |TECHNICAL CONSTRUCTION INC. |C P M CONSTRUCTORS          |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0680 656.75                           LUMP|    3320.00000       3320.00|    5000.00000       5000.00|    6500.00000        6500.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0690 659.10                           LUMP|   65000.00000      65000.00|   82000.00000      82000.00|   43404.97000       43404.97
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    711,574.00|             $    829,668.25|              $    855,555.05
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    711,574.00|             $    829,668.25|              $    855,555.05
====================================================================================================================================
     LETTING DATE : 12/10/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/03
                                                                                                                   PAGE : 6
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 008972.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000063             |(   5   ) 001962            |(      )
                                          |WYMAN & SIMPSON, INC.       |NEWMAN CONCRETE SERVICES    |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   BRIDGE ITEMS
                                          |                            |                            |
0010 202.19                  121.000  LS  |  100000.00000     100000.00|   40000.00000      40000.00|
  REMOVING EXISTING BRIDGE                |                            |                            |
0020 203.20                 1690.000  M3  |       9.00000      15210.00|      17.00000      28730.00|
  COMMON EXCAVATION                       |                            |                            |
0030 203.24                   10.000  M3  |      16.00000        160.00|      50.00000        500.00|
  COMMON BORROW                           |                            |                            |
0040 203.25                 1215.000  M3  |      17.00000      20655.00|      32.00000      38880.00|
  GRANULAR BORROW                         |                            |                            |
0050 206.082                 580.000  M3  |      30.00000      17400.00|      25.00000      14500.00|
  STRUCTURAL EARTH EXCAVATION - MAJOR     |                            |                            |
  STRUCTURES                              |                            |                            |
0060 304.10                 1625.000  M3  |      18.00000      29250.00|      19.00000      30875.00|
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0070 403.208                 180.000  MG  |      70.00000      12600.00|     150.00000      27000.00|
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0080 403.209                  26.000  MG  |     100.00000       2600.00|     190.00000       4940.00|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0090 403.210                 130.000  MG  |      84.00000      10920.00|     140.00000      18200.00|
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0100 403.213                 270.000  MG  |      70.00000      18900.00|     125.00000      33750.00|
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0110 409.15                  190.000  L   |       3.00000        570.00|      19.00000       3610.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0120 501.231                   2.000  EA  |    2000.00000       4000.00|    2000.00000       4000.00|
  DYNAMIC LOADING TEST                    |                            |                            |
0130 501.50                   90.000  M   |     200.00000      18000.00|     150.00000      13500.00|
  STEEL H-BEAM PILES 132 KG/M, DELIVERED  |                            |                            |
0140 501.501                  90.000  M   |      20.00000       1800.00|       5.00000        450.00|
  STEEL H-BEAM PILES 132 KG/M, IN PLACE   |                            |                            |
0150 501.90                    8.000  EA  |     200.00000       1600.00|     300.00000       2400.00|
  PILE TIPS                               |                            |                            |
0160 501.91                    4.000  EA  |      50.00000        200.00|      10.00000         40.00|
  PILE SPLICES                            |                            |                            |
0170 501.92                           LUMP|    6500.00000       6500.00|   20000.00000      20000.00|
  PILE DRIVING EQUIPMENT MOBILIZATION     |                            |                            |
0180 502.219                  50.000  LS  |   40000.00000      40000.00|   25000.00000      25000.00|
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
     LETTING DATE : 12/10/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/03
                                                                                                                   PAGE : 7
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 008972.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000063             |(   5   ) 001962            |(      )
                                          |WYMAN & SIMPSON, INC.       |NEWMAN CONCRETE SERVICES    |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 502.26                   51.000  LS  |   60000.00000      60000.00|   70000.00000      70000.00|
  STRUCTURAL CONCRETE ROADWAY AND         |                            |                            |
  SIDEWALK SLABS ON STEEL BRIDGES         |                            |                            |
0200 502.49                    8.000  LS  |    8000.00000       8000.00|   10000.00000      10000.00|
  STRUCTURAL CONCRETE CURBS AND SIDEWALKS |                            |                            |
0210 503.12                11700.000  KG  |       0.60000       7020.00|       1.00000      11700.00|
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0220 503.13                11700.000  KG  |       0.20000       2340.00|       0.50000       5850.00|
  REINFORCING STEEL, PLACING              |                            |                            |
0230 504.701               30000.000  LS  |   55000.00000      55000.00|   50000.00000      50000.00|
  STRUCTURAL STEEL FABRICATED AND         |                            |                            |
  DELIVERED, ROLLED                       |                            |                            |
0240 504.71                30000.000  LS  |    6000.00000       6000.00|   20000.00000      20000.00|
  STRUCTURAL STEEL ERECTION               |                            |                            |
0250 505.08                  624.000  LS  |    1700.00000       1700.00|    1500.00000       1500.00|
  SHEAR CONNECTORS                        |                            |                            |
0260 507.0811                 47.000  LS  |   13600.00000      13600.00|   25000.00000      25000.00|
  STEEL BRIDGE RAILING, 2 BAR             |                            |                            |
0270 508.14                  200.000  LS  |    8000.00000       8000.00|   11000.00000      11000.00|
  HIGH PERFORMANCE WATERPROOFING MEMBRANE |                            |                            |
0280 509.12                39800.000  LS  |  150000.00000     150000.00|  125000.00000     125000.00|
  STEEL STRUCTURAL PLATE PIPE ARCH:       |                            |                            |
0290 510.10                           LUMP|   50000.00000      50000.00|   85000.00000      85000.00|
  SPECIAL DETOUR_____(M) ROADWAY WIDTH    |                            |                            |
  VEHICULAR & PEDESTRIAN TRAFFIC NOT      |                            |                            |
  SEPARATED - WORTHLEY BRIDGE             |                            |                            |
0300 510.10                           LUMP|   50000.00000      50000.00|   85000.00000      85000.00|
  SPECIAL DETOUR_____(M) ROADWAY WIDTH    |                            |                            |
  VEHICULAR & PEDESTRIAN TRAFFIC NOT      |                            |                            |
  SEPARATED ARNOLD BRIDGE                 |                            |                            |
0310 511.07                           LUMP|    4000.00000       4000.00|    6000.00000       6000.00|
  COFFERDAM: - ABUTMENT NO 1              |                            |                            |
0320 511.07                           LUMP|    4000.00000       4000.00|    6000.00000       6000.00|
  COFFERDAM: - ABUTMENT NO 2              |                            |                            |
0330 511.07                           LUMP|    4000.00000       4000.00|   15000.00000      15000.00|
  COFFERDAM: ABUTMENT NO.1                |                            |                            |
0340 511.07                           LUMP|    4000.00000       4000.00|   15000.00000      15000.00|
  COFFERDAM: ABUTMENT NO.2                |                            |                            |
0350 515.21                  100.000  LS  |    1000.00000       1000.00|    1000.00000       1000.00|
  PROTECTIVE COATING FOR CONCRETE SURFACE |                            |                            |
     LETTING DATE : 12/10/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/03
                                                                                                                   PAGE : 8
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 008972.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000063             |(   5   ) 001962            |(      )
                                          |WYMAN & SIMPSON, INC.       |NEWMAN CONCRETE SERVICES    |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0360 526.301                  17.000  LS  |    1000.00000       1000.00|    3000.00000       3000.00|
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0370 526.34                    4.000  EA  |    1640.00000       6560.00|    1500.00000       6000.00|
  PERMANENT CONCRETE TRANSITION BARRIER   |                            |                            |
0380 603.16                   25.000  M   |      85.00000       2125.00|     100.00000       2500.00|
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0390 606.17                   92.000  M   |      54.00000       4968.00|      40.00000       3680.00|
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0400 606.25                    3.000  EA  |      32.00000         96.00|     250.00000        750.00|
  TERMINAL CONNECTOR                      |                            |                            |
0410 606.265                   4.000  EA  |      27.00000        108.00|      80.00000        320.00|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0420 606.35                   12.000  EA  |      26.00000        312.00|      30.00000        360.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0430 606.60                   31.000  M   |      54.00000       1674.00|      50.00000       1550.00|
  GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU |                            |                            |
0440 606.76                    3.000  EA  |    1700.00000       5100.00|    1600.00000       4800.00|
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0450 606.78                    1.000  EA  |     655.00000        655.00|    1000.00000       1000.00|
  LOW VOLUME GUARDRAIL END - TYPE 3       |                            |                            |
0460 609.31                   10.000  M   |      55.00000        550.00|      50.00000        500.00|
  CURB TYPE 3                             |                            |                            |
0470 610.08                  490.000  M3  |      55.00000      26950.00|      50.00000      24500.00|
  PLAIN RIPRAP                            |                            |                            |
0480 610.18                   13.000  M3  |      60.00000        780.00|      50.00000        650.00|
  STONE DITCH PROTECTION                  |                            |                            |
0490 613.319                 170.000  M2  |       3.00000        510.00|       2.00000        340.00|
  EROSION CONTROL BLANKET                 |                            |                            |
0500 615.07                   75.000  M3  |      35.00000       2625.00|      35.00000       2625.00|
  LOAM                                    |                            |                            |
0510 618.1401                 15.000  UN  |      40.00000        600.00|      50.00000        750.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0520 619.1201                 15.000  UN  |      20.00000        300.00|      20.00000        300.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0530 619.1401                145.000  M3  |      35.00000       5075.00|      35.00000       5075.00|
  EROSION CONTROL MIX                     |                            |                            |
0540 627.711                 645.000  M   |       1.40000        903.00|       4.00000       2580.00|
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0550 629.05                   40.000  HR  |      20.00000        800.00|      35.00000       1400.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
     LETTING DATE : 12/10/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/03
                                                                                                                   PAGE : 9
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 008972.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000063             |(   5   ) 001962            |(      )
                                          |WYMAN & SIMPSON, INC.       |NEWMAN CONCRETE SERVICES    |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0560 631.12                   10.000  HR  |      85.00000        850.00|     100.00000       1000.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0570 631.15                   10.000  HR  |      40.00000        400.00|      50.00000        500.00|
  ROLLER, EARTH AND BASE COURSE           |                            |                            |
  (INCLUDING OPERATOR)                    |                            |                            |
0580 631.172                  20.000  HR  |      35.00000        700.00|      45.00000        900.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0590 637.071                          LUMP|    1000.00000       1000.00|    5000.00000       5000.00|
  DUST CONTROL                            |                            |                            |
0600 639.19                    1.000  EA  |    3000.00000       3000.00|    7000.00000       7000.00|
  FIELD OFFICE TYPE B                     |                            |                            |
0610 652.31                   16.000  EA  |      35.00000        560.00|      60.00000        960.00|
  TYPE I BARRICADE                        |                            |                            |
0620 652.312                  16.000  EA  |     150.00000       2400.00|     250.00000       4000.00|
  TYPE III BARRICADE                      |                            |                            |
0630 652.33                   30.000  EA  |      30.00000        900.00|      60.00000       1800.00|
  DRUM                                    |                            |                            |
0640 652.34                   40.000  EA  |      20.00000        800.00|      20.00000        800.00|
  CONE                                    |                            |                            |
0650 652.35                   80.000  M2  |      90.00000       7200.00|      95.00000       7600.00|
  CONSTRUCTION SIGNS                      |                            |                            |
0660 652.36                  120.000  CD  |      35.00000       4200.00|      40.00000       4800.00|
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0670 652.38                   80.000  HR  |      17.25000       1380.00|      15.00000       1200.00|
  FLAGGER                                 |                            |                            |
0680 656.75                           LUMP|    5000.00000       5000.00|    7000.00000       7000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0690 659.10                           LUMP|   90000.00000      90000.00|   98000.00000      98000.00|
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    909,106.00|             $  1,052,665.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    909,106.00|             $  1,052,665.00|              $
====================================================================================================================================