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     LETTING DATE : 06/06/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 1
     LOCATION :                                         TABULATION OF BIDS

                                            CONTRACT ID : 008994.00
                                                          =========

                                        COMPLETION DATE : 10/15/01

   PROJECT(S):  STP-8994(00)X           COUNTIE(S) : WALDO                       MAINE STATE DEPTARTMENT OF TRANSPORTATION

                                                                                 A TRUE COPY : __________________________

                                                                                       TITLE : __________________________

     CONTRACT DESCRIPTION : STRUCTURAL PLATE PIPE ARCH                           ATTEST : _______________________________
                                                                                                 NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000104         ROBERT WARDWELL & SONS, INC.                                           $    137,870.50     100.0000%
   2   000014         FARRIN BROS. & SMITH, INC.                                             $    147,777.77     107.1859%
   3   000063         WYMAN & SIMPSON, INC.                                                  $    186,872.00     135.5417%
   4   000024         LEE BROTHERS INC.                                                      $    208,230.00     151.0330%
   5   001104         FUNDY CONTRACTORS, INC.                                                $    222,434.50     161.3358%
====================================================================================================================================
                                          |(   1  ) 000104             |(   2  ) 000014             |(   3  ) 000063
                                          |ROBERT WARDWELL & SONS, INC |FARRIN BROS. & SMITH, INC.  |WYMAN & SIMPSON, 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                    1.000  LS  |   14000.00000      14000.00|    2000.00000       2000.00|   25000.00000       25000.00
  REMOVING EXISTING BRIDGE                |                            |                            |
0020 203.20                  315.000  M3  |       3.00000        945.00|       5.00000       1575.00|       7.00000        2205.00
  COMMON EXCAVATION                       |                            |                            |
0030 203.24                  230.000  M3  |      15.00000       3450.00|       2.00000        460.00|      10.50000        2415.00
  COMMON BORROW                           |                            |                            |
0040 203.25                  200.000  M3  |      34.00000       6800.00|      42.50000       8500.00|      22.00000        4400.00
  GRANULAR BORROW                         |                            |                            |
0050 205.51                   80.000  M2  |      21.00000       1680.00|      12.50000       1000.00|      25.00000        2000.00
  WIDENING OF EXISTING SHOULDER           |                            |                            |
0060 206.07                   50.000  M3  |      42.00000       2100.00|      30.00000       1500.00|      75.00000        3750.00
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0070 304.10                  475.000  M3  |       4.00000       1900.00|      10.00000       4750.00|      22.00000       10450.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0080 403.207                 135.000  MG  |      62.00000       8370.00|      62.00000       8370.00|      70.00000        9450.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0090 403.208                  90.000  MG  |      64.00000       5760.00|      64.00000       5760.00|      70.00000        6300.00
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
0100 509.11                11600.000  LS  |   44800.00000      44800.00|   27000.00000      27000.00|   54000.00000       54000.00
  STRUCTURAL PLATE PIPE                   |                            |                            |
     LETTING DATE : 06/06/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 2
     LOCATION :                                         TABULATION OF BIDS

                                            CONTRACT ID : 008994.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000104             |(   2   ) 000014            |(   3  ) 000063
                                          |ROBERT WARDWELL & SONS, INC |FARRIN BROS. & SMITH, INC.  |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 526.301                  24.000  LS  |    1500.00000       1500.00|    1000.00000       1000.00|    1000.00000        1000.00
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0120 606.35                    6.000  EA  |      30.00000        180.00|      30.00000        180.00|      32.00000         192.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0130 606.55                  126.000  M   |      30.75000       3874.50|      30.75000       3874.50|      35.00000        4410.00
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0140 606.752                   2.000  EA  |     780.00000       1560.00|    1500.00000       3000.00|     950.00000        1900.00
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0150 606.76                    4.000  EA  |    1200.00000       4800.00|    1200.00000       4800.00|    1500.00000        6000.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0160 610.08                  280.000  M3  |      37.00000      10360.00|      50.00000      14000.00|      50.00000       14000.00
  PLAIN RIPRAP                            |                            |                            |
0170 610.18                   12.000  M3  |      37.00000        444.00|      48.00000        576.00|      60.00000         720.00
  STONE DITCH PROTECTION                  |                            |                            |
0180 613.319                  80.000  M2  |       2.00000        160.00|       2.00000        160.00|       3.50000         280.00
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
0190 613.329                 100.000  M2  |       4.87000        487.00|       3.00000        300.00|       6.00000         600.00
  EXTENDED USE EROSION CONTROL BLANKETS   |                            |                            |
0200 615.07                   40.000  M3  |      28.00000       1120.00|      33.00000       1320.00|      26.00000        1040.00
  LOAM                                    |                            |                            |
0210 618.1401                  8.000  UN  |      30.00000        240.00|      80.00000        640.00|      70.00000         560.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0220 618.15                    5.000  KG  |      10.00000         50.00|      10.00000         50.00|      20.00000         100.00
  TEMPORARY SEEDING                       |                            |                            |
0230 619.1201                  8.000  UN  |      25.00000        200.00|      20.00000        160.00|      70.00000         560.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0240 627.71                  240.000  M   |       2.00000        480.00|       2.00000        480.00|       3.50000         840.00
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
0250 627.73                   70.000  M   |       2.00000        140.00|       2.00000        140.00|       7.00000         490.00
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
0260 629.05                   10.000  MH  |      20.00000        200.00|      30.00000        300.00|      22.00000         220.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0270 631.12                   10.000  HR  |      90.00000        900.00|      90.00000        900.00|      85.00000         850.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0280 631.171                  10.000  HR  |      40.00000        400.00|      45.00000        450.00|      32.00000         320.00
  TRUCK - SMALL (INCLUDING OPERATOR)      |                            |                            |
0290 631.36                   10.000  MH  |      35.00000        350.00|      40.00000        400.00|      30.00000         300.00
  FOREMAN                                 |                            |                            |
0300 637.071                          LUMP|     780.00000        780.00|    1000.00000       1000.00|    1800.00000        1800.00
  DUST CONTROL                            |                            |                            |
     LETTING DATE : 06/06/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 3
     LOCATION :                                         TABULATION OF BIDS

                                            CONTRACT ID : 008994.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000104             |(   2   ) 000014            |(   3  ) 000063
                                          |ROBERT WARDWELL & SONS, INC |FARRIN BROS. & SMITH, INC.  |WYMAN & SIMPSON, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 652.39                           LUMP|    2410.00000       2410.00|    5000.00000       5000.00|    6400.00000        6400.00
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0320 656.75                           LUMP|    2700.00000       2700.00|    3000.00000       3000.00|    4800.00000        4800.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0330 659.10                           LUMP|   14250.00000      14250.00|   44652.27000      44652.27|   19000.00000       19000.00
  MOBILIZATION                            |                            |                            |
0340 617.381                   8.000  M3  |      60.00000        480.00|      60.00000        480.00|      65.00000         520.00
  WOOD WASTE EROSION CONTROL MIX          |                            |                            |
     SECTION TOTALS                       |             $    137,870.50|             $    147,777.77|              $    186,872.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    137,870.50|             $    147,777.77|              $    186,872.00
====================================================================================================================================
     LETTING DATE : 06/06/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 4
     LOCATION :                                         TABULATION OF BIDS

                                            CONTRACT ID : 008994.00
                                                          =========

====================================================================================================================================
                                          |(   4  ) 000024             |(   5   ) 001104            |(      )
                                          |LEE BROTHERS INC.           |FUNDY CONTRACTORS, 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                    1.000  LS  |   30000.00000      30000.00|   24030.00000      24030.00|
  REMOVING EXISTING BRIDGE                |                            |                            |
0020 203.20                  315.000  M3  |      11.00000       3465.00|      14.10000       4441.50|
  COMMON EXCAVATION                       |                            |                            |
0030 203.24                  230.000  M3  |      17.00000       3910.00|      21.11000       4855.30|
  COMMON BORROW                           |                            |                            |
0040 203.25                  200.000  M3  |      18.00000       3600.00|      40.76000       8152.00|
  GRANULAR BORROW                         |                            |                            |
0050 205.51                   80.000  M2  |      50.00000       4000.00|      50.22000       4017.60|
  WIDENING OF EXISTING SHOULDER           |                            |                            |
0060 206.07                   50.000  M3  |     130.00000       6500.00|      61.00000       3050.00|
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0070 304.10                  475.000  M3  |      25.00000      11875.00|      25.39000      12060.25|
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0080 403.207                 135.000  MG  |     170.00000      22950.00|     128.32000      17323.20|
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0090 403.208                  90.000  MG  |     170.00000      15300.00|     128.32000      11548.80|
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
0100 509.11                11600.000  LS  |   47000.00000      47000.00|   46795.50000      46795.50|
  STRUCTURAL PLATE PIPE                   |                            |                            |
0110 526.301                  24.000  LS  |    4000.00000       4000.00|    2500.00000       2500.00|
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0120 606.35                    6.000  EA  |      40.00000        240.00|      35.89000        215.34|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0130 606.55                  126.000  M   |      37.00000       4662.00|      37.29000       4698.54|
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0140 606.752                   2.000  EA  |     900.00000       1800.00|    1643.51000       3287.02|
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0150 606.76                    4.000  EA  |    1600.00000       6400.00|    1674.98000       6699.92|
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0160 610.08                  280.000  M3  |      50.00000      14000.00|      51.23000      14344.40|
  PLAIN RIPRAP                            |                            |                            |
0170 610.18                   12.000  M3  |      50.00000        600.00|     109.16000       1309.92|
  STONE DITCH PROTECTION                  |                            |                            |
0180 613.319                  80.000  M2  |       3.00000        240.00|       4.13000        330.40|
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
0190 613.329                 100.000  M2  |       3.00000        300.00|       4.50000        450.00|
  EXTENDED USE EROSION CONTROL BLANKETS   |                            |                            |
     LETTING DATE : 06/06/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 5
     LOCATION :                                         TABULATION OF BIDS

                                            CONTRACT ID : 008994.00
                                                          =========

====================================================================================================================================
                                          |(   4  ) 000024             |(   5   ) 001104            |(      )
                                          |LEE BROTHERS INC.           |FUNDY CONTRACTORS, INC.     |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0200 615.07                   40.000  M3  |      30.00000       1200.00|      47.93000       1917.20|
  LOAM                                    |                            |                            |
0210 618.1401                  8.000  UN  |     100.00000        800.00|     149.55000       1196.40|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0220 618.15                    5.000  KG  |      25.00000        125.00|     119.64000        598.20|
  TEMPORARY SEEDING                       |                            |                            |
0230 619.1201                  8.000  UN  |      50.00000        400.00|     149.55000       1196.40|
  MULCH - PLAN QUANTITY                   |                            |                            |
0240 627.71                  240.000  M   |       2.30000        552.00|       3.92000        940.80|
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
0250 627.73                   70.000  M   |       2.30000        161.00|       7.85000        549.50|
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
0260 629.05                   10.000  MH  |      20.00000        200.00|      23.93000        239.30|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0270 631.12                   10.000  HR  |      80.00000        800.00|     115.00000       1150.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0280 631.171                  10.000  HR  |      40.00000        400.00|      53.84000        538.40|
  TRUCK - SMALL (INCLUDING OPERATOR)      |                            |                            |
0290 631.36                   10.000  MH  |      25.00000        250.00|      35.89000        358.90|
  FOREMAN                                 |                            |                            |
0300 637.071                          LUMP|     600.00000        600.00|    2500.00000       2500.00|
  DUST CONTROL                            |                            |                            |
0310 652.39                           LUMP|    5000.00000       5000.00|    5264.21000       5264.21|
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0320 656.75                           LUMP|    2500.00000       2500.00|    6388.84000       6388.84|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0330 659.10                           LUMP|   14000.00000      14000.00|   22957.94000      22957.94|
  MOBILIZATION                            |                            |                            |
0340 617.381                   8.000  M3  |      50.00000        400.00|     816.09000       6528.72|
  WOOD WASTE EROSION CONTROL MIX          |                            |                            |
     SECTION TOTALS                       |             $    208,230.00|             $    222,434.50|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    208,230.00|             $    222,434.50|              $
====================================================================================================================================