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     LETTING DATE : 01/03/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 1
     LOCATION : LIVERMORE FALLS                         TABULATION OF BIDS

                                            CONTRACT ID : 004313.01
                                                          =========


   PROJECT(S):  STP-4313(01)X           COUNTIE(S) : ANDROSCOGGIN                MAINE STATE DEPTARTMENT OF TRANSPORTATION

                                                                                 A TRUE COPY : __________________________

                                                                                       TITLE : __________________________

                                                                                 ATTEST : _______________________________
     CONTRACT DESCRIPTION : A HIGHWAY RECONSTRUCTION                                             NOTARY PUBLIC

  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000241         E L VINING & SON INC.                                                  $    803,677.00     100.0000%
   2   000063         WYMAN & SIMPSON, INC.                                                  $    936,619.00     116.5417%
   3   000079         R J GRONDIN & SONS, INC.                                               $    947,653.95     117.9148%
   4   000036         H E SARGENT, INC.                                                      $    950,597.00     118.2810%
   5   000403         PRATT & SONS INC.                                                      $    989,141.70     123.0770%
   6   000272         A & V CONSTRUCTION, CORP.                                              $    999,272.00     124.3375%
   7   000460         M & H LOGGING AND CONSTRUCTION                                         $  1,128,095.30     140.3668%
   8   000855         BRIDGECORP                                                             $  1,366,798.90     170.0682%
====================================================================================================================================
                                          |(   1  ) 000241             |(   2  ) 000063             |(   3  ) 000079
                                          |E L VINING & SON INC.       |WYMAN & SIMPSON, INC.       |R J GRONDIN & SONS, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 107.27                           LUMP|   25000.00000      25000.00|   14500.00000      14500.00|    1200.00000        1200.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0020 201.23                    6.000  EA  |     500.00000       3000.00|     325.00000       1950.00|     125.00000         750.00
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                   13.000  EA  |     250.00000       3250.00|     140.00000       1820.00|     275.00000        3575.00
  REMOVING STUMP                          |                            |                            |
0040 203.20                 6000.000  M3  |       8.30000      49800.00|      14.20000      85200.00|       8.00000       48000.00
  COMMON EXCAVATION                       |                            |                            |
0050 203.25                  115.000  M3  |      13.00000       1495.00|      25.00000       2875.00|       6.20000         713.00
  GRANULAR BORROW                         |                            |                            |
0060 206.061                 100.000  M3  |      23.00000       2300.00|      20.00000       2000.00|       5.75000         575.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0070 304.10                 5100.000  M3  |      14.00000      71400.00|      17.00000      86700.00|      14.35000       73185.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0080 403.207                2220.000  MG  |      39.00000      86580.00|      42.00000      93240.00|      38.90000       86358.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
     LETTING DATE : 01/03/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 2
     LOCATION : LIVERMORE FALLS                         TABULATION OF BIDS

                                            CONTRACT ID : 004313.01
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000241             |(   2   ) 000063            |(   3  ) 000079
                                          |E L VINING & SON INC.       |WYMAN & SIMPSON, INC.       |R J GRONDIN & SONS, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0090 403.208                1930.000  MG  |      43.00000      82990.00|      46.00000      88780.00|      43.00000       82990.00
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
0100 403.209                 200.000  MG  |     110.00000      22000.00|     100.00000      20000.00|     145.00000       29000.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0110 403.211                  25.000  MG  |      70.00000       1750.00|      75.00000       1875.00|      85.00000        2125.00
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0120 409.15                 1950.000  L   |       2.50000       4875.00|       2.50000       4875.00|       2.25000        4387.50
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0130 502.21                    8.000  M3  |     550.00000       4400.00|     710.00000       5680.00|     600.00000        4800.00
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0140 503.12                  300.000  KG  |       1.00000        300.00|       1.50000        450.00|       1.00000         300.00
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0150 503.13                  300.000  KG  |       3.00000        900.00|       1.50000        450.00|       2.00000         600.00
  REINFORCING STEEL, PLACING              |                            |                            |
0160 514.06                    1.000  EA  |     250.00000        250.00|    1200.00000       1200.00|    1200.00000        1200.00
  CURING BOX FOR CONCRETE CYLINDERS       |                            |                            |
0170 515.21                    1.000  LS  |     500.00000        500.00|     500.00000        500.00|     345.00000         345.00
  PROTECTIVE COATING FOR CONCRETE SURFACE |                            |                            |
0180 601.22                  105.000  M3  |     200.00000      21000.00|     210.00000      22050.00|     300.00000       31500.00
  GABIONS, PVC COATED                     |                            |                            |
0190 603.159                 156.000  M   |     120.00000      18720.00|      81.00000      12636.00|     240.00000       37440.00
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0200 603.16                   84.000  M   |     125.00000      10500.00|      85.00000       7140.00|     175.00000       14700.00
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0210 603.169                  27.000  M   |     127.00000       3429.00|      91.00000       2457.00|     245.00000        6615.00
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0220 603.179                  33.000  M   |     128.00000       4224.00|     132.00000       4356.00|     250.00000        8250.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0230 603.209                  25.000  M   |     170.00000       4250.00|     217.00000       5425.00|     400.00000       10000.00
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0240 604.092                  10.000  EA  |    1400.00000      14000.00|    1750.00000      17500.00|    1540.00000       15400.00
  CATCH BASIN TYPE B1-C                   |                            |                            |
0250 604.096                   1.000  EA  |    2000.00000       2000.00|    2250.00000       2250.00|    2500.00000        2500.00
  1500 MM CATCH BASIN TYPE B1-C           |                            |                            |
0260 604.097                   3.000  EA  |    2600.00000       7800.00|    2675.00000       8025.00|    3300.00000        9900.00
  1800 MM CATCH BASIN TYPE B1-C           |                            |                            |
0270 604.15                    1.000  EA  |    2000.00000       2000.00|    1750.00000       1750.00|    1950.00000        1950.00
  MANHOLE                                 |                            |                            |
     LETTING DATE : 01/03/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 3
     LOCATION : LIVERMORE FALLS                         TABULATION OF BIDS

                                            CONTRACT ID : 004313.01
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000241             |(   2   ) 000063            |(   3  ) 000079
                                          |E L VINING & SON INC.       |WYMAN & SIMPSON, INC.       |R J GRONDIN & SONS, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0280 604.245                   1.000  EA  |    1200.00000       1200.00|    1450.00000       1450.00|    1125.00000        1125.00
  CATCH BASIN TYPE F4-C                   |                            |                            |
0290 604.247                   5.000  EA  |    1300.00000       6500.00|    1500.00000       7500.00|    1200.00000        6000.00
  CATCH BASIN TYPE F5-C                   |                            |                            |
0300 604.249                   2.000  EA  |    1400.00000       2800.00|    1550.00000       3100.00|    1300.00000        2600.00
  CATCH BASIN TYPE F6-C                   |                            |                            |
0310 604.262                  22.000  EA  |    1600.00000      35200.00|    1750.00000      38500.00|    1540.00000       33880.00
  CATCH BASIN TYPE B5-C                   |                            |                            |
0320 604.263                   2.000  EA  |    2500.00000       5000.00|    2675.00000       5350.00|    3300.00000        6600.00
  1800 MM CATCH BASIN TYPE B5-C           |                            |                            |
0330 605.09                  668.000  M   |      65.00000      43420.00|      85.00000      56780.00|      75.00000       50100.00
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0340 605.11                  181.000  M   |      86.00000      15566.00|     124.00000      22444.00|     160.00000       28960.00
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0350 605.12                   98.000  M   |      96.00000       9408.00|     143.00000      14014.00|     165.00000       16170.00
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0360 605.14                  102.000  M   |     120.00000      12240.00|     200.00000      20400.00|     175.00000       17850.00
  525 MM UNDERDRAIN TYPE C                |                            |                            |
0370 605.15                  185.000  M   |     150.00000      27750.00|     253.00000      46805.00|     240.00000       44400.00
  600 MM UNDERDRAIN TYPE C                |                            |                            |
0380 605.17                   57.000  M   |     220.00000      12540.00|     282.00000      16074.00|     245.00000       13965.00
  750 MM UNDERDRAIN TYPE C                |                            |                            |
0390 606.265                   4.000  EA  |      50.00000        200.00|      54.00000        216.00|      50.00000         200.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0400 606.35                    6.000  EA  |      30.00000        180.00|      32.00000        192.00|      30.00000         180.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0410 606.55                  110.000  M   |      47.00000       5170.00|      50.00000       5500.00|      47.00000        5170.00
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0420 606.59                   20.000  M   |      48.00000        960.00|      50.00000       1000.00|      47.00000         940.00
  GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES |                            |                            |
0430 609.31                 1090.000  M   |      11.00000      11990.00|      12.00000      13080.00|      13.00000       14170.00
  CURB TYPE 3                             |                            |                            |
0440 610.08                   22.000  M3  |      60.00000       1320.00|      65.00000       1430.00|     175.00000        3850.00
  PLAIN RIPRAP                            |                            |                            |
0450 612.06                  355.000  M2  |       8.00000       2840.00|       4.00000       1420.00|       4.50000        1597.50
  BITUMINOUS SEALING - BLACK              |                            |                            |
0460 615.07                  690.000  M3  |      22.00000      15180.00|      30.00000      20700.00|      35.00000       24150.00
  LOAM                                    |                            |                            |
0470 618.1301                 25.000  UN  |      38.00000        950.00|      13.40000        335.00|      13.00000         325.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
     LETTING DATE : 01/03/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 4
     LOCATION : LIVERMORE FALLS                         TABULATION OF BIDS

                                            CONTRACT ID : 004313.01
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000241             |(   2   ) 000063            |(   3  ) 000079
                                          |E L VINING & SON INC.       |WYMAN & SIMPSON, INC.       |R J GRONDIN & SONS, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0480 618.1401                 42.000  UN  |      31.00000       1302.00|      13.00000        546.00|      13.00000         546.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0490 618.19                   90.000  KG  |       3.50000        315.00|       2.00000        180.00|       1.55000         139.50
  REFERTILIZATION                         |                            |                            |
0500 618.20                    2.000  KG  |       4.00000          8.00|       5.50000         11.00|       5.00000          10.00
  ANNUAL RYE GRASS SEED                   |                            |                            |
0510 619.1201                117.000  UN  |       9.00000       1053.00|       8.00000        936.00|       7.35000         859.95
  MULCH - PLAN QUANTITY                   |                            |                            |
0520 620.58                   13.000  M2  |       5.00000         65.00|       1.00000         13.00|      16.00000         208.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0530 621.273                   5.000  EA  |     500.00000       2500.00|     375.00000       1875.00|     350.00000        1750.00
  LARGE DECIDUOUS TREE (50 MM - 65 MM     |                            |                            |
  CALIPER) GROUP A                        |                            |                            |
0540 627.711                2600.000  M   |       1.00000       2600.00|       0.88000       2288.00|       1.00000        2600.00
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0550 627.75                   10.000  M2  |      54.00000        540.00|      58.00000        580.00|      70.00000         700.00
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0560 627.76                           LUMP|    3400.00000       3400.00|    6000.00000       6000.00|    3400.00000        3400.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0570 629.05                   20.000  MH  |      20.00000        400.00|      22.00000        440.00|      35.00000         700.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0580 631.10                    5.000  HR  |      35.00000        175.00|      30.00000        150.00|      40.00000         200.00
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0590 631.11                    5.000  HR  |      35.00000        175.00|      25.00000        125.00|      40.00000         200.00
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0600 631.12                   10.000  HR  |     100.00000       1000.00|      85.00000        850.00|      85.00000         850.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0610 631.172                  10.000  HR  |      38.00000        380.00|      36.00000        360.00|      55.00000         550.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0620 637.071                          LUMP|    9000.00000       9000.00|   12000.00000      12000.00|    5700.00000        5700.00
  DUST CONTROL                            |                            |                            |
0630 639.18                    1.000  EA  |    4000.00000       4000.00|    5500.00000       5500.00|    2500.00000        2500.00
  FIELD OFFICE TYPE A                     |                            |                            |
0640 652.31                   10.000  EA  |      40.00000        400.00|      50.00000        500.00|      75.00000         750.00
  TYPE I BARRICADE                        |                            |                            |
0650 652.33                   25.000  EA  |      45.00000       1125.00|      35.00000        875.00|      75.00000        1875.00
  DRUM                                    |                            |                            |
     LETTING DATE : 01/03/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 5
     LOCATION : LIVERMORE FALLS                         TABULATION OF BIDS

                                            CONTRACT ID : 004313.01
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000241             |(   2   ) 000063            |(   3  ) 000079
                                          |E L VINING & SON INC.       |WYMAN & SIMPSON, INC.       |R J GRONDIN & SONS, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0660 652.34                   50.000  EA  |      20.00000       1000.00|      25.00000       1250.00|      50.00000        2500.00
  CONE                                    |                            |                            |
0670 652.35                   60.000  M2  |      80.00000       4800.00|      95.00000       5700.00|      85.00000        5100.00
  CONSTRUCTION SIGNS                      |                            |                            |
0680 652.36                  124.000  CD  |      50.00000       6200.00|      50.00000       6200.00|     215.00000       26660.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0690 652.38                 1800.000  MH  |      14.00000      25200.00|      13.00000      23400.00|      25.00000       45000.00
  FLAGGER                                 |                            |                            |
0700 657.24                   50.000  UN  |      30.00000       1500.00|      13.00000        650.00|       2.25000         112.50
  SEEDING PITS                            |                            |                            |
0710 658.20                   64.000  M2  |      15.00000        960.00|      19.00000       1216.00|      18.00000        1152.00
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
0720 659.10                           LUMP|   76452.00000      76452.00|   93000.00000      93000.00|   93000.00000       93000.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    803,677.00|             $    936,619.00|              $    947,653.95
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    803,677.00|             $    936,619.00|              $    947,653.95
====================================================================================================================================
     LETTING DATE : 01/03/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 6
     LOCATION : LIVERMORE FALLS                         TABULATION OF BIDS

                                            CONTRACT ID : 004313.01
                                                          =========

====================================================================================================================================
                                          |(   4  ) 000036             |(   5   ) 000403            |(   6  ) 000272
                                          |H E SARGENT, INC.           |PRATT & SONS INC.           |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 107.27                           LUMP|   17500.00000      17500.00|   14000.00000      14000.00|    8000.00000        8000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0020 201.23                    6.000  EA  |     900.00000       5400.00|     300.00000       1800.00|     650.00000        3900.00
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                   13.000  EA  |     185.00000       2405.00|     225.00000       2925.00|     180.00000        2340.00
  REMOVING STUMP                          |                            |                            |
0040 203.20                 6000.000  M3  |      11.00000      66000.00|       8.80000      52800.00|      10.50000       63000.00
  COMMON EXCAVATION                       |                            |                            |
0050 203.25                  115.000  M3  |      10.00000       1150.00|       9.00000       1035.00|      17.00000        1955.00
  GRANULAR BORROW                         |                            |                            |
0060 206.061                 100.000  M3  |      13.00000       1300.00|       8.00000        800.00|      15.00000        1500.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0070 304.10                 5100.000  M3  |      16.00000      81600.00|      18.00000      91800.00|      18.50000       94350.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0080 403.207                2220.000  MG  |      48.00000     106560.00|      40.00000      88800.00|      45.00000       99900.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0090 403.208                1930.000  MG  |      48.00000      92640.00|      44.20000      85306.00|      49.00000       94570.00
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
0100 403.209                 200.000  MG  |      85.00000      17000.00|      96.70000      19340.00|     105.00000       21000.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0110 403.211                  25.000  MG  |      65.00000       1625.00|      72.00000       1800.00|      78.00000        1950.00
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0120 409.15                 1950.000  L   |       1.00000       1950.00|       2.30000       4485.00|       2.50000        4875.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0130 502.21                    8.000  M3  |     560.00000       4480.00|     515.00000       4120.00|     800.00000        6400.00
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0140 503.12                  300.000  KG  |       1.00000        300.00|       1.05000        315.00|       1.50000         450.00
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0150 503.13                  300.000  KG  |       2.25000        675.00|       2.05000        615.00|       3.00000         900.00
  REINFORCING STEEL, PLACING              |                            |                            |
0160 514.06                    1.000  EA  |    1800.00000       1800.00|    1645.00000       1645.00|     750.00000         750.00
  CURING BOX FOR CONCRETE CYLINDERS       |                            |                            |
0170 515.21                    1.000  LS  |     280.00000        280.00|     260.00000        260.00|     200.00000         200.00
  PROTECTIVE COATING FOR CONCRETE SURFACE |                            |                            |
     LETTING DATE : 01/03/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 7
     LOCATION : LIVERMORE FALLS                         TABULATION OF BIDS

                                            CONTRACT ID : 004313.01
                                                          =========

====================================================================================================================================
                                          |(   4  ) 000036             |(   5   ) 000403            |(   6  ) 000272
                                          |H E SARGENT, INC.           |PRATT & SONS INC.           |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 601.22                  105.000  M3  |     300.00000      31500.00|     218.00000      22890.00|     220.00000       23100.00
  GABIONS, PVC COATED                     |                            |                            |
0190 603.159                 156.000  M   |     110.00000      17160.00|     192.00000      29952.00|     170.00000       26520.00
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0200 603.16                   84.000  M   |      90.00000       7560.00|      58.00000       4872.00|      90.00000        7560.00
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0210 603.169                  27.000  M   |     100.00000       2700.00|     187.00000       5049.00|     210.00000        5670.00
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0220 603.179                  33.000  M   |     150.00000       4950.00|     149.00000       4917.00|     235.00000        7755.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0230 603.209                  25.000  M   |     210.00000       5250.00|     544.00000      13600.00|     410.00000       10250.00
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0240 604.092                  10.000  EA  |    1500.00000      15000.00|    2050.00000      20500.00|    1850.00000       18500.00
  CATCH BASIN TYPE B1-C                   |                            |                            |
0250 604.096                   1.000  EA  |    1700.00000       1700.00|    3110.00000       3110.00|    2400.00000        2400.00
  1500 MM CATCH BASIN TYPE B1-C           |                            |                            |
0260 604.097                   3.000  EA  |    1900.00000       5700.00|    2690.00000       8070.00|    2600.00000        7800.00
  1800 MM CATCH BASIN TYPE B1-C           |                            |                            |
0270 604.15                    1.000  EA  |    2100.00000       2100.00|    2135.00000       2135.00|    2100.00000        2100.00
  MANHOLE                                 |                            |                            |
0280 604.245                   1.000  EA  |    1000.00000       1000.00|    1280.00000       1280.00|    1100.00000        1100.00
  CATCH BASIN TYPE F4-C                   |                            |                            |
0290 604.247                   5.000  EA  |    1000.00000       5000.00|    1350.00000       6750.00|    1150.00000        5750.00
  CATCH BASIN TYPE F5-C                   |                            |                            |
0300 604.249                   2.000  EA  |    1000.00000       2000.00|    1485.00000       2970.00|    1250.00000        2500.00
  CATCH BASIN TYPE F6-C                   |                            |                            |
0310 604.262                  22.000  EA  |    1500.00000      33000.00|    1995.00000      43890.00|    2200.00000       48400.00
  CATCH BASIN TYPE B5-C                   |                            |                            |
0320 604.263                   2.000  EA  |    1500.00000       3000.00|    3825.00000       7650.00|    2700.00000        5400.00
  1800 MM CATCH BASIN TYPE B5-C           |                            |                            |
0330 605.09                  668.000  M   |      74.00000      49432.00|      70.00000      46760.00|      90.00000       60120.00
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0340 605.11                  181.000  M   |     100.00000      18100.00|      88.00000      15928.00|     140.00000       25340.00
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0350 605.12                   98.000  M   |     120.00000      11760.00|     100.00000       9800.00|     150.00000       14700.00
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0360 605.14                  102.000  M   |     160.00000      16320.00|     351.00000      35802.00|     210.00000       21420.00
  525 MM UNDERDRAIN TYPE C                |                            |                            |
0370 605.15                  185.000  M   |     225.00000      41625.00|     488.00000      90280.00|     260.00000       48100.00
  600 MM UNDERDRAIN TYPE C                |                            |                            |
0380 605.17                   57.000  M   |     250.00000      14250.00|     509.00000      29013.00|     330.00000       18810.00
  750 MM UNDERDRAIN TYPE C                |                            |                            |
     LETTING DATE : 01/03/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 8
     LOCATION : LIVERMORE FALLS                         TABULATION OF BIDS

                                            CONTRACT ID : 004313.01
                                                          =========

====================================================================================================================================
                                          |(   4  ) 000036             |(   5   ) 000403            |(   6  ) 000272
                                          |H E SARGENT, INC.           |PRATT & SONS INC.           |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 606.265                   4.000  EA  |      55.00000        220.00|      51.00000        204.00|      75.00000         300.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0400 606.35                    6.000  EA  |      35.00000        210.00|      31.00000        186.00|      55.00000         330.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0410 606.55                  110.000  M   |      50.00000       5500.00|      47.70000       5247.00|     200.00000       22000.00
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0420 606.59                   20.000  M   |      50.00000       1000.00|      47.70000        954.00|     210.00000        4200.00
  GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES |                            |                            |
0430 609.31                 1090.000  M   |      14.00000      15260.00|      10.80000      11772.00|      18.00000       19620.00
  CURB TYPE 3                             |                            |                            |
0440 610.08                   22.000  M3  |     385.00000       8470.00|      79.00000       1738.00|      80.00000        1760.00
  PLAIN RIPRAP                            |                            |                            |
0450 612.06                  355.000  M2  |       4.00000       1420.00|       3.80000       1349.00|       8.00000        2840.00
  BITUMINOUS SEALING - BLACK              |                            |                            |
0460 615.07                  690.000  M3  |      26.00000      17940.00|      35.50000      24495.00|      22.00000       15180.00
  LOAM                                    |                            |                            |
0470 618.1301                 25.000  UN  |      14.00000        350.00|      12.70000        317.50|      15.00000         375.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0480 618.1401                 42.000  UN  |      14.00000        588.00|      12.60000        529.20|      15.00000         630.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0490 618.19                   90.000  KG  |       1.75000        157.50|       1.60000        144.00|       4.00000         360.00
  REFERTILIZATION                         |                            |                            |
0500 618.20                    2.000  KG  |       6.00000         12.00|       5.20000         10.40|      30.00000          60.00
  ANNUAL RYE GRASS SEED                   |                            |                            |
0510 619.1201                117.000  UN  |      15.00000       1755.00|       7.60000        889.20|      11.00000        1287.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0520 620.58                   13.000  M2  |       2.50000         32.50|       4.00000         52.00|      10.00000         130.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0530 621.273                   5.000  EA  |     400.00000       2000.00|     360.00000       1800.00|     500.00000        2500.00
  LARGE DECIDUOUS TREE (50 MM - 65 MM     |                            |                            |
  CALIPER) GROUP A                        |                            |                            |
0540 627.711                2600.000  M   |       1.00000       2600.00|       0.85000       2210.00|       1.00000        2600.00
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0550 627.75                   10.000  M2  |      60.00000        600.00|      57.00000        570.00|      70.00000         700.00
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0560 627.76                           LUMP|    3800.00000       3800.00|    3500.00000       3500.00|    4000.00000        4000.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
     LETTING DATE : 01/03/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 9
     LOCATION : LIVERMORE FALLS                         TABULATION OF BIDS

                                            CONTRACT ID : 004313.01
                                                          =========

====================================================================================================================================
                                          |(   4  ) 000036             |(   5   ) 000403            |(   6  ) 000272
                                          |H E SARGENT, INC.           |PRATT & SONS INC.           |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0570 629.05                   20.000  MH  |      35.00000        700.00|      29.00000        580.00|      25.00000         500.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0580 631.10                    5.000  HR  |      90.00000        450.00|      32.00000        160.00|      45.00000         225.00
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0590 631.11                    5.000  HR  |      90.00000        450.00|      32.00000        160.00|      25.00000         125.00
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0600 631.12                   10.000  HR  |     125.00000       1250.00|     114.00000       1140.00|     100.00000        1000.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0610 631.172                  10.000  HR  |      55.00000        550.00|      47.00000        470.00|      45.00000         450.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0620 637.071                          LUMP|   18000.00000      18000.00|    2750.00000       2750.00|    8000.00000        8000.00
  DUST CONTROL                            |                            |                            |
0630 639.18                    1.000  EA  |   10000.00000      10000.00|    4700.00000       4700.00|    5000.00000        5000.00
  FIELD OFFICE TYPE A                     |                            |                            |
0640 652.31                   10.000  EA  |      95.00000        950.00|      40.00000        400.00|      55.00000         550.00
  TYPE I BARRICADE                        |                            |                            |
0650 652.33                   25.000  EA  |      90.00000       2250.00|      50.00000       1250.00|      55.00000        1375.00
  DRUM                                    |                            |                            |
0660 652.34                   50.000  EA  |      30.00000       1500.00|      10.00000        500.00|      20.00000        1000.00
  CONE                                    |                            |                            |
0670 652.35                   60.000  M2  |      48.00000       2880.00|      85.00000       5100.00|      75.00000        4500.00
  CONSTRUCTION SIGNS                      |                            |                            |
0680 652.36                  124.000  CD  |     200.00000      24800.00|      90.00000      11160.00|      40.00000        4960.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0690 652.38                 1800.000  MH  |      20.00000      36000.00|      14.40000      25920.00|      12.00000       21600.00
  FLAGGER                                 |                            |                            |
0700 657.24                   50.000  UN  |      17.00000        850.00|      12.60000        630.00|      10.00000         500.00
  SEEDING PITS                            |                            |                            |
0710 658.20                   64.000  M2  |      20.00000       1280.00|      18.60000       1190.40|      20.00000        1280.00
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
0720 659.10                           LUMP|   95000.00000      95000.00|  100000.00000     100000.00|  100000.00000      100000.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    950,597.00|             $    989,141.70|              $    999,272.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    950,597.00|             $    989,141.70|              $    999,272.00
====================================================================================================================================
     LETTING DATE : 01/03/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 10
     LOCATION : LIVERMORE FALLS                         TABULATION OF BIDS

                                            CONTRACT ID : 004313.01
                                                          =========

====================================================================================================================================
                                          |(   7  ) 000460             |(   8   ) 000855            |(      )
                                          |M & H LOGGING AND CONSTRUCT |BRIDGECORP                  |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 107.27                           LUMP|   10000.00000      10000.00|   20000.00000      20000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0020 201.23                    6.000  EA  |    1000.00000       6000.00|    1200.00000       7200.00|
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                   13.000  EA  |     250.00000       3250.00|     325.00000       4225.00|
  REMOVING STUMP                          |                            |                            |
0040 203.20                 6000.000  M3  |      13.00000      78000.00|      20.00000     120000.00|
  COMMON EXCAVATION                       |                            |                            |
0050 203.25                  115.000  M3  |      15.00000       1725.00|      20.00000       2300.00|
  GRANULAR BORROW                         |                            |                            |
0060 206.061                 100.000  M3  |      25.00000       2500.00|      35.00000       3500.00|
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0070 304.10                 5100.000  M3  |      17.00000      86700.00|      20.00000     102000.00|
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0080 403.207                2220.000  MG  |      40.00000      88800.00|      39.00000      86580.00|
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0090 403.208                1930.000  MG  |      45.00000      86850.00|      43.00000      82990.00|
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
0100 403.209                 200.000  MG  |     133.50000      26700.00|      94.00000      18800.00|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0110 403.211                  25.000  MG  |      70.00000       1750.00|      70.00000       1750.00|
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0120 409.15                 1950.000  L   |       1.00000       1950.00|       2.25000       4387.50|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0130 502.21                    8.000  M3  |    1500.00000      12000.00|     700.00000       5600.00|
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0140 503.12                  300.000  KG  |       2.00000        600.00|       3.00000        900.00|
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0150 503.13                  300.000  KG  |       2.00000        600.00|       3.50000       1050.00|
  REINFORCING STEEL, PLACING              |                            |                            |
0160 514.06                    1.000  EA  |    1760.00000       1760.00|    1000.00000       1000.00|
  CURING BOX FOR CONCRETE CYLINDERS       |                            |                            |
0170 515.21                    1.000  LS  |     500.00000        500.00|     275.00000        275.00|
  PROTECTIVE COATING FOR CONCRETE SURFACE |                            |                            |
     LETTING DATE : 01/03/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 11
     LOCATION : LIVERMORE FALLS                         TABULATION OF BIDS

                                            CONTRACT ID : 004313.01
                                                          =========

====================================================================================================================================
                                          |(   7  ) 000460             |(   8   ) 000855            |(      )
                                          |M & H LOGGING AND CONSTRUCT |BRIDGECORP                  |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 601.22                  105.000  M3  |     250.00000      26250.00|     210.00000      22050.00|
  GABIONS, PVC COATED                     |                            |                            |
0190 603.159                 156.000  M   |     170.00000      26520.00|     290.00000      45240.00|
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0200 603.16                   84.000  M   |      75.00000       6300.00|      90.00000       7560.00|
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0210 603.169                  27.000  M   |     190.00000       5130.00|     285.00000       7695.00|
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0220 603.179                  33.000  M   |     220.00000       7260.00|     240.00000       7920.00|
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0230 603.209                  25.000  M   |     475.00000      11875.00|     725.00000      18125.00|
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0240 604.092                  10.000  EA  |    2200.00000      22000.00|    1800.00000      18000.00|
  CATCH BASIN TYPE B1-C                   |                            |                            |
0250 604.096                   1.000  EA  |    3000.00000       3000.00|    2860.00000       2860.00|
  1500 MM CATCH BASIN TYPE B1-C           |                            |                            |
0260 604.097                   3.000  EA  |    3500.00000      10500.00|    3300.00000       9900.00|
  1800 MM CATCH BASIN TYPE B1-C           |                            |                            |
0270 604.15                    1.000  EA  |    2200.00000       2200.00|    2375.00000       2375.00|
  MANHOLE                                 |                            |                            |
0280 604.245                   1.000  EA  |    1500.00000       1500.00|    1195.00000       1195.00|
  CATCH BASIN TYPE F4-C                   |                            |                            |
0290 604.247                   5.000  EA  |    1500.00000       7500.00|    1300.00000       6500.00|
  CATCH BASIN TYPE F5-C                   |                            |                            |
0300 604.249                   2.000  EA  |    1500.00000       3000.00|    1350.00000       2700.00|
  CATCH BASIN TYPE F6-C                   |                            |                            |
0310 604.262                  22.000  EA  |    2400.00000      52800.00|    1650.00000      36300.00|
  CATCH BASIN TYPE B5-C                   |                            |                            |
0320 604.263                   2.000  EA  |    3500.00000       7000.00|    3500.00000       7000.00|
  1800 MM CATCH BASIN TYPE B5-C           |                            |                            |
0330 605.09                  668.000  M   |     100.00000      66800.00|      65.00000      43420.00|
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0340 605.11                  181.000  M   |     160.00000      28960.00|     110.00000      19910.00|
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0350 605.12                   98.000  M   |     200.00000      19600.00|     120.00000      11760.00|
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0360 605.14                  102.000  M   |     280.00000      28560.00|     230.00000      23460.00|
  525 MM UNDERDRAIN TYPE C                |                            |                            |
0370 605.15                  185.000  M   |     350.00000      64750.00|     295.00000      54575.00|
  600 MM UNDERDRAIN TYPE C                |                            |                            |
0380 605.17                   57.000  M   |     380.00000      21660.00|     400.00000      22800.00|
  750 MM UNDERDRAIN TYPE C                |                            |                            |
     LETTING DATE : 01/03/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 12
     LOCATION : LIVERMORE FALLS                         TABULATION OF BIDS

                                            CONTRACT ID : 004313.01
                                                          =========

====================================================================================================================================
                                          |(   7  ) 000460             |(   8   ) 000855            |(      )
                                          |M & H LOGGING AND CONSTRUCT |BRIDGECORP                  |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 606.265                   4.000  EA  |      55.00000        220.00|      55.00000        220.00|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0400 606.35                    6.000  EA  |      55.00000        330.00|      33.00000        198.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0410 606.55                  110.000  M   |      50.96000       5605.60|      51.00000       5610.00|
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0420 606.59                   20.000  M   |      50.96000       1019.20|      51.00000       1020.00|
  GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES |                            |                            |
0430 609.31                 1090.000  M   |      13.20000      14388.00|      11.00000      11990.00|
  CURB TYPE 3                             |                            |                            |
0440 610.08                   22.000  M3  |      45.00000        990.00|     128.00000       2816.00|
  PLAIN RIPRAP                            |                            |                            |
0450 612.06                  355.000  M2  |       3.90000       1384.50|       3.90000       1384.50|
  BITUMINOUS SEALING - BLACK              |                            |                            |
0460 615.07                  690.000  M3  |      30.00000      20700.00|      36.00000      24840.00|
  LOAM                                    |                            |                            |
0470 618.1301                 25.000  UN  |      26.00000        650.00|      13.70000        342.50|
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0480 618.1401                 42.000  UN  |      26.00000       1092.00|      13.70000        575.40|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0490 618.19                   90.000  KG  |       2.00000        180.00|       1.75000        157.50|
  REFERTILIZATION                         |                            |                            |
0500 618.20                    2.000  KG  |       6.00000         12.00|       5.50000         11.00|
  ANNUAL RYE GRASS SEED                   |                            |                            |
0510 619.1201                117.000  UN  |      16.00000       1872.00|       8.00000        936.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0520 620.58                   13.000  M2  |       5.00000         65.00|       3.50000         45.50|
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0530 621.273                   5.000  EA  |     385.00000       1925.00|     390.00000       1950.00|
  LARGE DECIDUOUS TREE (50 MM - 65 MM     |                            |                            |
  CALIPER) GROUP A                        |                            |                            |
0540 627.711                2600.000  M   |       1.00000       2600.00|       0.90000       2340.00|
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0550 627.75                   10.000  M2  |      59.40000        594.00|      60.00000        600.00|
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0560 627.76                           LUMP|    3740.00000       3740.00|    3775.00000       3775.00|
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
     LETTING DATE : 01/03/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 13
     LOCATION : LIVERMORE FALLS                         TABULATION OF BIDS

                                            CONTRACT ID : 004313.01
                                                          =========

====================================================================================================================================
                                          |(   7  ) 000460             |(   8   ) 000855            |(      )
                                          |M & H LOGGING AND CONSTRUCT |BRIDGECORP                  |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0570 629.05                   20.000  MH  |      20.00000        400.00|      10.00000        200.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0580 631.10                    5.000  HR  |      40.00000        200.00|      10.00000         50.00|
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0590 631.11                    5.000  HR  |      25.00000        125.00|      10.00000         50.00|
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0600 631.12                   10.000  HR  |      75.00000        750.00|      50.00000        500.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0610 631.172                  10.000  HR  |      40.00000        400.00|      20.00000        200.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0620 637.071                          LUMP|   10000.00000      10000.00|    6000.00000       6000.00|
  DUST CONTROL                            |                            |                            |
0630 639.18                    1.000  EA  |    4000.00000       4000.00|    8000.00000       8000.00|
  FIELD OFFICE TYPE A                     |                            |                            |
0640 652.31                   10.000  EA  |      40.00000        400.00|      60.00000        600.00|
  TYPE I BARRICADE                        |                            |                            |
0650 652.33                   25.000  EA  |      50.00000       1250.00|      65.00000       1625.00|
  DRUM                                    |                            |                            |
0660 652.34                   50.000  EA  |      25.00000       1250.00|      18.00000        900.00|
  CONE                                    |                            |                            |
0670 652.35                   60.000  M2  |      85.00000       5100.00|      85.00000       5100.00|
  CONSTRUCTION SIGNS                      |                            |                            |
0680 652.36                  124.000  CD  |     100.00000      12400.00|     120.00000      14880.00|
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0690 652.38                 1800.000  MH  |      17.60000      31680.00|      15.00000      27000.00|
  FLAGGER                                 |                            |                            |
0700 657.24                   50.000  UN  |      13.50000        675.00|      14.00000        700.00|
  SEEDING PITS                            |                            |                            |
0710 658.20                   64.000  M2  |      19.50000       1248.00|      20.00000       1280.00|
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
0720 659.10                           LUMP|  168000.00000     168000.00|  407000.00000     407000.00|
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $  1,128,095.30|             $  1,366,798.90|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,128,095.30|             $  1,366,798.90|              $
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