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     LETTING DATE : 11/14/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 1
     LOCATION : MONMOUTH                                TABULATION OF BIDS
                LITCHFIELD
                WEST GARDINER               CONTRACT ID : 008471.10
                                                          =========

                                        COMPLETION DATE : 09/20/02

   PROJECT(S):  STP-8471(10)X           COUNTIE(S) : KENNEBEC                    MAINE STATE DEPTARTMENT OF TRANSPORTATION

                                                                                 A TRUE COPY : __________________________

                                                                                       TITLE : __________________________

     CONTRACT DESCRIPTION : HIGHWAY IMPROVEMENTS                                 ATTEST : _______________________________
                                                                                                 NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000460         M & H LOGGING AND CONSTRUCTION                                         $  1,291,407.10     100.0000%
   2   000272         A & V CONSTRUCTION, CORP.                                              $  1,292,193.00     100.0609%
   3   000403         PRATT & SONS INC.                                                      $  1,343,565.25     104.0389%
   4   000014         FARRIN BROS. & SMITH, INC.                                             $  1,444,444.44     111.8504%
   5   000063         WYMAN & SIMPSON, INC.                                                  $  1,468,444.44     113.7089%
   6   000855         BRIDGECORP                                                             $  1,581,155.20     122.4366%
   7   000036         H E SARGENT, INC.                                                      $  1,687,407.95     130.6643%
====================================================================================================================================
                                          |(   1  ) 000460             |(   2  ) 000272             |(   3  ) 000403
                                          |M & H LOGGING AND CONSTRUCT |A & V CONSTRUCTION, CORP.   |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.11                    0.500  HA  |   12500.00000       6250.00|    7000.00000       3500.00|   30250.00000       15125.00
  CLEARING                                |                            |                            |
0020 201.23                    5.000  EA  |     500.00000       2500.00|     550.00000       2750.00|     395.00000        1975.00
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                    5.000  EA  |     150.00000        750.00|     150.00000        750.00|     160.00000         800.00
  REMOVING STUMP                          |                            |                            |
0040 202.202                2250.000  M2  |       4.50000      10125.00|       5.00000      11250.00|       4.30000        9675.00
  REMOVING PAVEMENT SURFACE               |                            |                            |
0050 202.203                 600.000  M2  |      21.00000      12600.00|      24.00000      14400.00|      20.20000       12120.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0060 203.20                12280.000  M3  |       7.00000      85960.00|       7.00000      85960.00|       6.10000       74908.00
  COMMON EXCAVATION                       |                            |                            |
0070 203.202                1630.000  M   |       8.50000      13855.00|       6.00000       9780.00|       5.10000        8313.00
  INSLOPE EXCAVATION                      |                            |                            |
0080 203.203                 360.000  M   |      17.00000       6120.00|      11.00000       3960.00|       8.60000        3096.00
  DITCH EXCAVATION                        |                            |                            |
0090 203.25                  300.000  M3  |      15.60000       4680.00|      18.00000       5400.00|      15.70000        4710.00
  GRANULAR BORROW                         |                            |                            |
     LETTING DATE : 11/14/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 2
     LOCATION : MONMOUTH                                TABULATION OF BIDS
                LITCHFIELD
                WEST GARDINER               CONTRACT ID : 008471.10
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000460             |(   2   ) 000272            |(   3  ) 000403
                                          |M & H LOGGING AND CONSTRUCT |A & V CONSTRUCTION, CORP.   |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 204.41                 6865.000  M2  |       5.00000      34325.00|       4.00000      27460.00|       3.70000       25400.50
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0110 205.41                 5885.000  M2  |       9.00000      52965.00|      13.00000      76505.00|      14.70000       86509.50
  RECONSTRUCTION OF EXISTING SHOULDER     |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0120 206.061                  20.000  M3  |      20.00000        400.00|      25.00000        500.00|      10.00000         200.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0130 206.07                   10.000  M3  |     200.00000       2000.00|      45.00000        450.00|     205.00000        2050.00
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0140 304.10                 9090.000  M3  |      14.00000     127260.00|      10.00000      90900.00|      18.90000      171801.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0150 307.32                 9860.000  M2  |       1.10000      10846.00|       3.00000      29580.00|       1.80000       17748.00
  COLD IN-PLACE RECYCLED MATERIAL         |                            |                            |
  (UNTREATED) TRAVELWAY                   |                            |                            |
0160 403.207                2920.000  MG  |      34.65000     101178.00|      34.00000      99280.00|      33.25000       97090.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0170 403.208                4210.000  MG  |      42.00000     176820.00|      41.00000     172610.00|      40.30000      169663.00
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
0180 403.209                 400.000  MG  |     119.00000      47600.00|      81.00000      32400.00|      80.60000       32240.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0190 403.210                 830.000  MG  |      34.65000      28759.50|      33.00000      27390.00|      33.25000       27597.50
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0200 403.211                1150.000  MG  |      42.00000      48300.00|      41.00000      47150.00|      40.30000       46345.00
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0210 403.213                1000.000  MG  |      42.00000      42000.00|      41.00000      41000.00|      40.30000       40300.00
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX     |                            |                            |
  SIZE - BASE                             |                            |                            |
0220 409.15                 2055.000  L   |       0.80000       1644.00|       0.80000       1644.00|       0.80000        1644.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0230 411.10                  400.000  M3  |      18.00000       7200.00|      25.00000      10000.00|      38.00000       15200.00
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0240 603.15                    2.000  M   |     100.00000        200.00|      80.00000        160.00|      77.00000         154.00
  300  MILLI METER CULVERT PIPE OPTION I  |                            |                            |
0250 603.159                  22.000  M   |     110.00000       2420.00|      90.00000       1980.00|     154.00000        3388.00
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0260 603.16                  143.000  M   |      70.00000      10010.00|      85.00000      12155.00|      70.00000       10010.00
  375 MM CULVERT PIPE OPTION I            |                            |                            |
     LETTING DATE : 11/14/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 3
     LOCATION : MONMOUTH                                TABULATION OF BIDS
                LITCHFIELD
                WEST GARDINER               CONTRACT ID : 008471.10
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000460             |(   2   ) 000272            |(   3  ) 000403
                                          |M & H LOGGING AND CONSTRUCT |A & V CONSTRUCTION, CORP.   |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0270 603.169                  44.000  M   |      90.00000       3960.00|      95.00000       4180.00|     141.00000        6204.00
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0280 603.179                 211.000  M   |     120.00000      25320.00|     115.00000      24265.00|     124.00000       26164.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0290 603.199                  17.000  M   |     140.00000       2380.00|     150.00000       2550.00|     276.00000        4692.00
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0300 603.209                  24.000  M   |     170.00000       4080.00|     200.00000       4800.00|     236.00000        5664.00
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0310 603.76                    1.000  EA  |     200.00000        200.00|     150.00000        150.00|     487.00000         487.00
  300 MM INLET GRATE UNIT                 |                            |                            |
0320 604.092                  12.000  EA  |    2000.00000      24000.00|    1700.00000      20400.00|    1445.00000       17340.00
  CATCH BASIN TYPE B1-C                   |                            |                            |
0330 605.09                  446.000  M   |      65.00000      28990.00|      50.00000      22300.00|      73.00000       32558.00
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0340 605.11                   43.000  M   |      90.00000       3870.00|      70.00000       3010.00|      91.00000        3913.00
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0350 605.12                   48.000  M   |     100.00000       4800.00|      80.00000       3840.00|      98.00000        4704.00
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0360 605.13                   35.000  M   |     110.00000       3850.00|      90.00000       3150.00|     108.00000        3780.00
  450 MM UNDERDRAIN TYPE C                |                            |                            |
0370 606.17                  119.000  M   |      38.00000       4522.00|      34.00000       4046.00|      34.20000        4069.80
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0380 606.1722                  4.000  EA  |     770.00000       3080.00|     700.00000       2800.00|     705.00000        2820.00
  BRIDGE TRANSITION - TYPE 2              |                            |                            |
0390 606.21                    8.000  M   |      38.00000        304.00|      34.00000        272.00|      34.20000         273.60
  GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES |                            |                            |
0400 606.265                   1.000  EA  |      55.00000         55.00|      51.00000         51.00|      50.40000          50.40
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0410 606.35                   10.000  EA  |      27.50000        275.00|      25.00000        250.00|      25.20000         252.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0420 606.36                   38.000  M   |      28.00000       1064.00|      25.00000        950.00|      25.00000         950.00
  GUARDRAIL REMOVED AND RESET             |                            |                            |
0430 606.47                   62.000  EA  |      27.50000       1705.00|      25.00000       1550.00|      25.20000        1562.40
  SINGLE WOOD POST                        |                            |                            |
0440 606.76                    6.000  EA  |    1600.00000       9600.00|    1400.00000       8400.00|    1411.00000        8466.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0450 607.24                   10.000  M   |      36.00000        360.00|      33.00000        330.00|      25.20000         252.00
  REMOVE AND RESET FENCE                  |                            |                            |
0460 608.08                    5.000  M2  |     100.00000        500.00|     230.00000       1150.00|      54.00000         270.00
  REINFORCED CONCRETE SIDEWALK            |                            |                            |
     LETTING DATE : 11/14/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 4
     LOCATION : MONMOUTH                                TABULATION OF BIDS
                LITCHFIELD
                WEST GARDINER               CONTRACT ID : 008471.10
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000460             |(   2   ) 000272            |(   3  ) 000403
                                          |M & H LOGGING AND CONSTRUCT |A & V CONSTRUCTION, CORP.   |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0470 609.31                  885.000  M   |      12.60000      11151.00|      15.00000      13275.00|      18.60000       16461.00
  CURB TYPE 3                             |                            |                            |
0480 610.08                  110.000  M3  |      35.00000       3850.00|      65.00000       7150.00|      58.00000        6380.00
  PLAIN RIPRAP                            |                            |                            |
0490 610.18                  290.000  M3  |      35.00000      10150.00|      60.00000      17400.00|      36.00000       10440.00
  STONE DITCH PROTECTION                  |                            |                            |
0500 612.06                  205.000  M2  |       3.00000        615.00|       3.00000        615.00|       3.00000         615.00
  BITUMINOUS SEALING - BLACK              |                            |                            |
0510 613.319                3935.000  M2  |       1.50000       5902.50|       2.00000       7870.00|       1.75000        6886.25
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
0520 615.07                  560.000  M3  |      25.00000      14000.00|      21.00000      11760.00|      38.50000       21560.00
  LOAM                                    |                            |                            |
0530 618.1301                 28.000  UN  |      22.00000        616.00|      21.00000        588.00|      19.20000         537.60
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0540 618.1401                291.000  UN  |      18.00000       5238.00|      17.00000       4947.00|      13.30000        3870.30
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0550 619.1201                412.000  UN  |       8.00000       3296.00|       7.60000       3131.20|       6.10000        2513.20
  MULCH - PLAN QUANTITY                   |                            |                            |
0560 620.56                  155.000  M2  |       3.00000        465.00|       3.00000        465.00|       2.10000         325.50
  DRAINAGE GEOTEXTILE                     |                            |                            |
0570 620.58                  958.000  M2  |       2.00000       1916.00|       3.00000       2874.00|       2.20000        2107.60
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0580 620.651                1242.000  M2  |       1.00000       1242.00|       2.00000       2484.00|       1.30000        1614.60
  REINFORCEMENT GEOGRID INSTALLATION      |                            |                            |
0590 620.661                1080.000  M2  |       1.00000       1080.00|       8.00000       8640.00|       3.50000        3780.00
  DRAINAGE GEOCOMPOSITE INSTALLATION      |                            |                            |
0600 621.178                  20.000  EA  |     341.00000       6820.00|     315.00000       6300.00|     252.00000        5040.00
  MEDIUM DECIDUOUS TREES (1800 MM - 2400  |                            |                            |
  MM) GROUP A                             |                            |                            |
0610 621.255                  18.000  EA  |     201.00000       3618.00|     188.00000       3384.00|     378.00000        6804.00
  LARGE DECIDUOUS TREES (2400 MM - 3000   |                            |                            |
  MM) GROUP A                             |                            |                            |
0620 621.80                           LUMP|    1430.00000       1430.00|    1300.00000       1300.00|     505.00000         505.00
  ESTABLISHMENT PERIOD                    |                            |                            |
0630 622.10                   10.000  EA  |     121.00000       1210.00|     112.00000       1120.00|      76.00000         760.00
  TRANSPLANTING SHRUB                     |                            |                            |
0640 627.711               15317.000  M   |       0.30000       4595.10|       0.40000       6126.80|       0.50000        7658.50
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0650 627.76                           LUMP|    2200.00000       2200.00|    6000.00000       6000.00|    2100.00000        2100.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
     LETTING DATE : 11/14/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 5
     LOCATION : MONMOUTH                                TABULATION OF BIDS
                LITCHFIELD
                WEST GARDINER               CONTRACT ID : 008471.10
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000460             |(   2   ) 000272            |(   3  ) 000403
                                          |M & H LOGGING AND CONSTRUCT |A & V CONSTRUCTION, CORP.   |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0660 629.05                   80.000  MH  |      20.00000       1600.00|      25.00000       2000.00|      34.00000        2720.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0670 631.12                  150.000  HR  |      65.00000       9750.00|      85.00000      12750.00|      95.00000       14250.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0680 631.13                   25.000  HR  |      50.00000       1250.00|      55.00000       1375.00|      67.00000        1675.00
  BULLDOZER (INCLUDING OPERATOR)          |                            |                            |
0690 631.14                   30.000  HR  |      90.00000       2700.00|      95.00000       2850.00|     111.00000        3330.00
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0700 631.172                 280.000  HR  |      40.00000      11200.00|      40.00000      11200.00|      40.00000       11200.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0710 631.18                   30.000  HR  |      30.00000        900.00|      35.00000       1050.00|      38.00000        1140.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0720 631.20                   10.000  HR  |      85.00000        850.00|      90.00000        900.00|     108.00000        1080.00
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
0730 631.22                   30.000  HR  |      65.00000       1950.00|      60.00000       1800.00|      85.00000        2550.00
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
0740 631.32                   20.000  HR  |      50.00000       1000.00|      90.00000       1800.00|     175.00000        3500.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0750 636.61                   60.000  M2  |     250.00000      15000.00|     250.00000      15000.00|     204.00000       12240.00
  SEGMENTAL RETAINING WALL - SUPPLIER     |                            |                            |
  DESIGN                                  |                            |                            |
0760 637.071                          LUMP|    8000.00000       8000.00|    6000.00000       6000.00|    3300.00000        3300.00
  DUST CONTROL                            |                            |                            |
0770 639.18                    1.000  EA  |    4000.00000       4000.00|    8000.00000       8000.00|    4600.00000        4600.00
  FIELD OFFICE TYPE A                     |                            |                            |
0780 643.60                           LUMP|    6150.00000       6150.00|    6000.00000       6000.00|    5900.00000        5900.00
  FLASHING BEACON AT: SPEARS CORNER       |                            |                            |
0790 652.31                   60.000  EA  |      55.00000       3300.00|      55.00000       3300.00|      20.00000        1200.00
  TYPE I BARRICADE                        |                            |                            |
0800 652.33                  140.000  EA  |      30.00000       4200.00|      55.00000       7700.00|      40.00000        5600.00
  DRUM                                    |                            |                            |
0810 652.34                  140.000  EA  |      20.00000       2800.00|      16.00000       2240.00|       8.00000        1120.00
  CONE                                    |                            |                            |
0820 652.35                   95.000  M2  |      60.00000       5700.00|      80.00000       7600.00|      97.00000        9215.00
  CONSTRUCTION SIGNS                      |                            |                            |
0830 652.361                 200.000  LS  |    4500.00000       4500.00|    4000.00000       4000.00|    9500.00000        9500.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0840 652.38                 2000.000  MH  |      16.80000      33600.00|      13.00000      26000.00|      14.30000       28600.00
  FLAGGER                                 |                            |                            |
0850 656.75                           LUMP|    8000.00000       8000.00|   25000.00000      25000.00|   13800.00000       13800.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
     LETTING DATE : 11/14/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 6
     LOCATION : MONMOUTH                                TABULATION OF BIDS
                LITCHFIELD
                WEST GARDINER               CONTRACT ID : 008471.10
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000460             |(   2   ) 000272            |(   3  ) 000403
                                          |M & H LOGGING AND CONSTRUCT |A & V CONSTRUCTION, CORP.   |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0860 657.24                   92.000  UN  |      15.00000       1380.00|      20.00000       1840.00|       6.00000         552.00
  SEEDING PITS                            |                            |                            |
0870 659.10                           LUMP|  112500.00000     112500.00|  120000.00000     120000.00|  103000.00000      103000.00
  MOBILIZATION                            |                            |                            |
0880 660.21                 1000.000  MH  |      12.00000      12000.00|       1.00000       1000.00|       1.00000        1000.00
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  1,291,407.10|             $  1,292,193.00|              $  1,343,565.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,291,407.10|             $  1,292,193.00|              $  1,343,565.25
====================================================================================================================================
     LETTING DATE : 11/14/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 7
     LOCATION : MONMOUTH                                TABULATION OF BIDS
                LITCHFIELD
                WEST GARDINER               CONTRACT ID : 008471.10
                                                          =========

====================================================================================================================================
                                          |(   4  ) 000014             |(   5   ) 000063            |(   6  ) 000855
                                          |FARRIN BROS. & SMITH, INC.  |WYMAN & SIMPSON, INC.       |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.11                    0.500  HA  |   42000.00000      21000.00|   28000.00000      14000.00|    9000.00000        4500.00
  CLEARING                                |                            |                            |
0020 201.23                    5.000  EA  |     800.00000       4000.00|     560.00000       2800.00|     600.00000        3000.00
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                    5.000  EA  |     300.00000       1500.00|     130.00000        650.00|     150.00000         750.00
  REMOVING STUMP                          |                            |                            |
0040 202.202                2250.000  M2  |       4.25000       9562.50|       4.75000      10687.50|       6.50000       14625.00
  REMOVING PAVEMENT SURFACE               |                            |                            |
0050 202.203                 600.000  M2  |      20.00000      12000.00|      22.40000      13440.00|      12.00000        7200.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0060 203.20                12280.000  M3  |       8.50000     104380.00|       8.10000      99468.00|      10.00000      122800.00
  COMMON EXCAVATION                       |                            |                            |
0070 203.202                1630.000  M   |      11.00000      17930.00|       6.75000      11002.50|      10.00000       16300.00
  INSLOPE EXCAVATION                      |                            |                            |
0080 203.203                 360.000  M   |      15.00000       5400.00|      11.75000       4230.00|      13.00000        4680.00
  DITCH EXCAVATION                        |                            |                            |
0090 203.25                  300.000  M3  |      15.75000       4725.00|      16.00000       4800.00|      16.00000        4800.00
  GRANULAR BORROW                         |                            |                            |
0100 204.41                 6865.000  M2  |       5.50000      37757.50|       4.80000      32952.00|       5.00000       34325.00
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0110 205.41                 5885.000  M2  |      16.00000      94160.00|      16.50000      97102.50|      15.00000       88275.00
  RECONSTRUCTION OF EXISTING SHOULDER     |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0120 206.061                  20.000  M3  |      15.00000        300.00|      25.00000        500.00|      30.00000         600.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0130 206.07                   10.000  M3  |     300.00000       3000.00|     150.00000       1500.00|     150.00000        1500.00
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0140 304.10                 9090.000  M3  |      16.00000     145440.00|      15.35000     139531.50|      16.00000      145440.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0150 307.32                 9860.000  M2  |       2.25000      22185.00|       1.75000      17255.00|       2.75000       27115.00
  COLD IN-PLACE RECYCLED MATERIAL         |                            |                            |
  (UNTREATED) TRAVELWAY                   |                            |                            |
0160 403.207                2920.000  MG  |      33.00000      96360.00|      37.00000     108040.00|      35.00000      102200.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0170 403.208                4210.000  MG  |      40.00000     168400.00|      44.80000     188608.00|      41.00000      172610.00
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
     LETTING DATE : 11/14/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 8
     LOCATION : MONMOUTH                                TABULATION OF BIDS
                LITCHFIELD
                WEST GARDINER               CONTRACT ID : 008471.10
                                                          =========

====================================================================================================================================
                                          |(   4  ) 000014             |(   5   ) 000063            |(   6  ) 000855
                                          |FARRIN BROS. & SMITH, INC.  |WYMAN & SIMPSON, INC.       |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 403.209                 400.000  MG  |      80.00000      32000.00|      89.60000      35840.00|     120.00000       48000.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0190 403.210                 830.000  MG  |      33.00000      27390.00|      37.00000      30710.00|      35.00000       29050.00
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0200 403.211                1150.000  MG  |      40.00000      46000.00|      44.80000      51520.00|      46.00000       52900.00
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0210 403.213                1000.000  MG  |      40.00000      40000.00|      44.80000      44800.00|      42.00000       42000.00
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX     |                            |                            |
  SIZE - BASE                             |                            |                            |
0220 409.15                 2055.000  L   |       0.80000       1644.00|       0.90000       1849.50|       1.25000        2568.75
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0230 411.10                  400.000  M3  |      20.00000       8000.00|      15.40000       6160.00|      25.00000       10000.00
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0240 603.15                    2.000  M   |      90.00000        180.00|      70.00000        140.00|     100.00000         200.00
  300  MILLI METER CULVERT PIPE OPTION I  |                            |                            |
0250 603.159                  22.000  M   |     170.00000       3740.00|      80.00000       1760.00|     140.00000        3080.00
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0260 603.16                  143.000  M   |      95.00000      13585.00|      90.00000      12870.00|      60.00000        8580.00
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0270 603.169                  44.000  M   |     180.00000       7920.00|      95.00000       4180.00|     150.00000        6600.00
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0280 603.179                 211.000  M   |     185.00000      39035.00|     140.00000      29540.00|     160.00000       33760.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0290 603.199                  17.000  M   |     200.00000       3400.00|     170.00000       2890.00|     190.00000        3230.00
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0300 603.209                  24.000  M   |     210.00000       5040.00|     190.00000       4560.00|     200.00000        4800.00
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0310 603.76                    1.000  EA  |     400.00000        400.00|     535.00000        535.00|     350.00000         350.00
  300 MM INLET GRATE UNIT                 |                            |                            |
0320 604.092                  12.000  EA  |    1600.00000      19200.00|    2200.00000      26400.00|    1800.00000       21600.00
  CATCH BASIN TYPE B1-C                   |                            |                            |
0330 605.09                  446.000  M   |      60.00000      26760.00|      60.00000      26760.00|      55.00000       24530.00
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0340 605.11                   43.000  M   |      80.00000       3440.00|      75.00000       3225.00|      85.00000        3655.00
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0350 605.12                   48.000  M   |      85.00000       4080.00|      85.00000       4080.00|      90.00000        4320.00
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0360 605.13                   35.000  M   |      98.00000       3430.00|     100.00000       3500.00|     115.00000        4025.00
  450 MM UNDERDRAIN TYPE C                |                            |                            |
     LETTING DATE : 11/14/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 9
     LOCATION : MONMOUTH                                TABULATION OF BIDS
                LITCHFIELD
                WEST GARDINER               CONTRACT ID : 008471.10
                                                          =========

====================================================================================================================================
                                          |(   4  ) 000014             |(   5   ) 000063            |(   6  ) 000855
                                          |FARRIN BROS. & SMITH, INC.  |WYMAN & SIMPSON, INC.       |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 606.17                  119.000  M   |      32.41000       3856.79|      38.00000       4522.00|      40.00000        4760.00
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0380 606.1722                  4.000  EA  |     550.00000       2200.00|     785.00000       3140.00|     825.00000        3300.00
  BRIDGE TRANSITION - TYPE 2              |                            |                            |
0390 606.21                    8.000  M   |      34.78000        278.24|      38.00000        304.00|      40.00000         320.00
  GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES |                            |                            |
0400 606.265                   1.000  EA  |      30.00000         30.00|      57.00000         57.00|      60.00000          60.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0410 606.35                   10.000  EA  |      30.00000        300.00|      28.00000        280.00|      29.00000         290.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0420 606.36                   38.000  M   |      21.38000        812.44|      28.00000       1064.00|      30.00000        1140.00
  GUARDRAIL REMOVED AND RESET             |                            |                            |
0430 606.47                   62.000  EA  |      25.00000       1550.00|      28.00000       1736.00|      30.00000        1860.00
  SINGLE WOOD POST                        |                            |                            |
0440 606.76                    6.000  EA  |    1400.00000       8400.00|    1570.00000       9420.00|    1700.00000       10200.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0450 607.24                   10.000  M   |      22.40000        224.00|      37.00000        370.00|       1.00000          10.00
  REMOVE AND RESET FENCE                  |                            |                            |
0460 608.08                    5.000  M2  |     200.00000       1000.00|     230.00000       1150.00|     220.00000        1100.00
  REINFORCED CONCRETE SIDEWALK            |                            |                            |
0470 609.31                  885.000  M   |      13.35000      11814.75|      11.00000       9735.00|      18.00000       15930.00
  CURB TYPE 3                             |                            |                            |
0480 610.08                  110.000  M3  |      60.00000       6600.00|      72.00000       7920.00|      85.00000        9350.00
  PLAIN RIPRAP                            |                            |                            |
0490 610.18                  290.000  M3  |      52.00000      15080.00|      40.00000      11600.00|      60.00000       17400.00
  STONE DITCH PROTECTION                  |                            |                            |
0500 612.06                  205.000  M2  |       2.95000        604.75|       3.30000        676.50|       4.00000         820.00
  BITUMINOUS SEALING - BLACK              |                            |                            |
0510 613.319                3935.000  M2  |       1.75000       6886.25|       2.00000       7870.00|       2.50000        9837.50
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
0520 615.07                  560.000  M3  |      30.00000      16800.00|      35.00000      19600.00|      35.00000       19600.00
  LOAM                                    |                            |                            |
0530 618.1301                 28.000  UN  |      19.00000        532.00|      21.30000        596.40|      18.00000         504.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0540 618.1401                291.000  UN  |      13.20000       3841.20|      14.80000       4306.80|      18.00000        5238.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0550 619.1201                412.000  UN  |       6.05000       2492.60|       6.80000       2801.60|       9.00000        3708.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0560 620.56                  155.000  M2  |       3.00000        465.00|       1.75000        271.25|       5.00000         775.00
  DRAINAGE GEOTEXTILE                     |                            |                            |
     LETTING DATE : 11/14/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 10
     LOCATION : MONMOUTH                                TABULATION OF BIDS
                LITCHFIELD
                WEST GARDINER               CONTRACT ID : 008471.10
                                                          =========

====================================================================================================================================
                                          |(   4  ) 000014             |(   5   ) 000063            |(   6  ) 000855
                                          |FARRIN BROS. & SMITH, INC.  |WYMAN & SIMPSON, INC.       |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0570 620.58                  958.000  M2  |       1.00000        958.00|       1.60000       1532.80|       2.50000        2395.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0580 620.651                1242.000  M2  |       3.00000       3726.00|       1.00000       1242.00|       1.50000        1863.00
  REINFORCEMENT GEOGRID INSTALLATION      |                            |                            |
0590 620.661                1080.000  M2  |       3.00000       3240.00|       2.80000       3024.00|      13.50000       14580.00
  DRAINAGE GEOCOMPOSITE INSTALLATION      |                            |                            |
0600 621.178                  20.000  EA  |     310.00000       6200.00|     350.00000       7000.00|     350.00000        7000.00
  MEDIUM DECIDUOUS TREES (1800 MM - 2400  |                            |                            |
  MM) GROUP A                             |                            |                            |
0610 621.255                  18.000  EA  |     183.00000       3294.00|     200.00000       3600.00|     235.00000        4230.00
  LARGE DECIDUOUS TREES (2400 MM - 3000   |                            |                            |
  MM) GROUP A                             |                            |                            |
0620 621.80                           LUMP|    1300.00000       1300.00|    1460.00000       1460.00|    3000.00000        3000.00
  ESTABLISHMENT PERIOD                    |                            |                            |
0630 622.10                   10.000  EA  |     110.00000       1100.00|     125.00000       1250.00|      60.00000         600.00
  TRANSPLANTING SHRUB                     |                            |                            |
0640 627.711               15317.000  M   |       0.25000       3829.25|       0.27000       4135.59|       0.35000        5360.95
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0650 627.76                           LUMP|    2000.00000       2000.00|    3000.00000       3000.00|    6000.00000        6000.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0660 629.05                   80.000  MH  |      25.00000       2000.00|      23.00000       1840.00|      20.00000        1600.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0670 631.12                  150.000  HR  |      85.00000      12750.00|      85.00000      12750.00|     100.00000       15000.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0680 631.13                   25.000  HR  |      50.00000       1250.00|      75.00000       1875.00|      75.00000        1875.00
  BULLDOZER (INCLUDING OPERATOR)          |                            |                            |
0690 631.14                   30.000  HR  |      85.00000       2550.00|      70.00000       2100.00|      95.00000        2850.00
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0700 631.172                 280.000  HR  |      45.00000      12600.00|      40.00000      11200.00|      45.00000       12600.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0710 631.18                   30.000  HR  |      35.00000       1050.00|      28.00000        840.00|      30.00000         900.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0720 631.20                   10.000  HR  |     150.00000       1500.00|      50.00000        500.00|     180.00000        1800.00
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
0730 631.22                   30.000  HR  |      60.00000       1800.00|      70.00000       2100.00|      75.00000        2250.00
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
0740 631.32                   20.000  HR  |     150.00000       3000.00|     150.00000       3000.00|     180.00000        3600.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
     LETTING DATE : 11/14/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 11
     LOCATION : MONMOUTH                                TABULATION OF BIDS
                LITCHFIELD
                WEST GARDINER               CONTRACT ID : 008471.10
                                                          =========

====================================================================================================================================
                                          |(   4  ) 000014             |(   5   ) 000063            |(   6  ) 000855
                                          |FARRIN BROS. & SMITH, INC.  |WYMAN & SIMPSON, INC.       |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0750 636.61                   60.000  M2  |     325.00000      19500.00|     370.00000      22200.00|     380.00000       22800.00
  SEGMENTAL RETAINING WALL - SUPPLIER     |                            |                            |
  DESIGN                                  |                            |                            |
0760 637.071                          LUMP|   18000.00000      18000.00|   10000.00000      10000.00|   13000.00000       13000.00
  DUST CONTROL                            |                            |                            |
0770 639.18                    1.000  EA  |    1000.00000       1000.00|   10000.00000      10000.00|    7500.00000        7500.00
  FIELD OFFICE TYPE A                     |                            |                            |
0780 643.60                           LUMP|    5851.00000       5851.00|    7000.00000       7000.00|    8000.00000        8000.00
  FLASHING BEACON AT: SPEARS CORNER       |                            |                            |
0790 652.31                   60.000  EA  |      10.00000        600.00|      50.00000       3000.00|      40.00000        2400.00
  TYPE I BARRICADE                        |                            |                            |
0800 652.33                  140.000  EA  |      10.00000       1400.00|      30.00000       4200.00|      65.00000        9100.00
  DRUM                                    |                            |                            |
0810 652.34                  140.000  EA  |      10.00000       1400.00|      15.00000       2100.00|      20.00000        2800.00
  CONE                                    |                            |                            |
0820 652.35                   95.000  M2  |      85.00000       8075.00|     100.00000       9500.00|     100.00000        9500.00
  CONSTRUCTION SIGNS                      |                            |                            |
0830 652.361                 200.000  LS  |    2000.00000       2000.00|   15000.00000      15000.00|   10000.00000       10000.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0840 652.38                 2000.000  MH  |      15.00000      30000.00|      15.70000      31400.00|      15.50000       31000.00
  FLAGGER                                 |                            |                            |
0850 656.75                           LUMP|   35000.00000      35000.00|   17000.00000      17000.00|   45000.00000       45000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0860 657.24                   92.000  UN  |      12.35000       1136.20|      14.00000       1288.00|      15.00000        1380.00
  SEEDING PITS                            |                            |                            |
0870 659.10                           LUMP|  138222.97000     138222.97|  146000.00000     146000.00|  170000.00000      170000.00
  MOBILIZATION                            |                            |                            |
0880 660.21                 1000.000  MH  |       1.00000       1000.00|       2.00000       2000.00|       1.00000        1000.00
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  1,444,444.44|             $  1,468,444.44|              $  1,581,155.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,444,444.44|             $  1,468,444.44|              $  1,581,155.20
====================================================================================================================================
     LETTING DATE : 11/14/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 12
     LOCATION : MONMOUTH                                TABULATION OF BIDS
                LITCHFIELD
                WEST GARDINER               CONTRACT ID : 008471.10
                                                          =========

====================================================================================================================================
                                          |(   7  ) 000036             |(       )                   |(      )
                                          |H E SARGENT, INC.           |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.11                    0.500  HA  |   32000.00000      16000.00|                            |
  CLEARING                                |                            |                            |
0020 201.23                    5.000  EA  |    1660.00000       8300.00|                            |
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                    5.000  EA  |     138.00000        690.00|                            |
  REMOVING STUMP                          |                            |                            |
0040 202.202                2250.000  M2  |       4.70000      10575.00|                            |
  REMOVING PAVEMENT SURFACE               |                            |                            |
0050 202.203                 600.000  M2  |      22.00000      13200.00|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0060 203.20                12280.000  M3  |       7.00000      85960.00|                            |
  COMMON EXCAVATION                       |                            |                            |
0070 203.202                1630.000  M   |      12.00000      19560.00|                            |
  INSLOPE EXCAVATION                      |                            |                            |
0080 203.203                 360.000  M   |      20.00000       7200.00|                            |
  DITCH EXCAVATION                        |                            |                            |
0090 203.25                  300.000  M3  |      16.00000       4800.00|                            |
  GRANULAR BORROW                         |                            |                            |
0100 204.41                 6865.000  M2  |       6.00000      41190.00|                            |
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0110 205.41                 5885.000  M2  |      22.00000     129470.00|                            |
  RECONSTRUCTION OF EXISTING SHOULDER     |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0120 206.061                  20.000  M3  |      16.00000        320.00|                            |
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0130 206.07                   10.000  M3  |     200.00000       2000.00|                            |
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0140 304.10                 9090.000  M3  |      24.00000     218160.00|                            |
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0150 307.32                 9860.000  M2  |       6.20000      61132.00|                            |
  COLD IN-PLACE RECYCLED MATERIAL         |                            |                            |
  (UNTREATED) TRAVELWAY                   |                            |                            |
0160 403.207                2920.000  MG  |      37.00000     108040.00|                            |
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0170 403.208                4210.000  MG  |      44.00000     185240.00|                            |
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
     LETTING DATE : 11/14/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 13
     LOCATION : MONMOUTH                                TABULATION OF BIDS
                LITCHFIELD
                WEST GARDINER               CONTRACT ID : 008471.10
                                                          =========

====================================================================================================================================
                                          |(   7  ) 000036             |(       )                   |(      )
                                          |H E SARGENT, INC.           |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 403.209                 400.000  MG  |      89.00000      35600.00|                            |
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0190 403.210                 830.000  MG  |      37.00000      30710.00|                            |
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0200 403.211                1150.000  MG  |      43.00000      49450.00|                            |
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0210 403.213                1000.000  MG  |      43.00000      43000.00|                            |
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX     |                            |                            |
  SIZE - BASE                             |                            |                            |
0220 409.15                 2055.000  L   |       0.85000       1746.75|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0230 411.10                  400.000  M3  |      44.00000      17600.00|                            |
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0240 603.15                    2.000  M   |     105.00000        210.00|                            |
  300  MILLI METER CULVERT PIPE OPTION I  |                            |                            |
0250 603.159                  22.000  M   |     145.00000       3190.00|                            |
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0260 603.16                  143.000  M   |      92.00000      13156.00|                            |
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0270 603.169                  44.000  M   |     120.00000       5280.00|                            |
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0280 603.179                 211.000  M   |     130.00000      27430.00|                            |
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0290 603.199                  17.000  M   |     175.00000       2975.00|                            |
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0300 603.209                  24.000  M   |     205.00000       4920.00|                            |
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0310 603.76                    1.000  EA  |     900.00000        900.00|                            |
  300 MM INLET GRATE UNIT                 |                            |                            |
0320 604.092                  12.000  EA  |    1450.00000      17400.00|                            |
  CATCH BASIN TYPE B1-C                   |                            |                            |
0330 605.09                  446.000  M   |      67.00000      29882.00|                            |
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0340 605.11                   43.000  M   |      85.00000       3655.00|                            |
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0350 605.12                   48.000  M   |      95.00000       4560.00|                            |
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0360 605.13                   35.000  M   |     115.00000       4025.00|                            |
  450 MM UNDERDRAIN TYPE C                |                            |                            |
     LETTING DATE : 11/14/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 14
     LOCATION : MONMOUTH                                TABULATION OF BIDS
                LITCHFIELD
                WEST GARDINER               CONTRACT ID : 008471.10
                                                          =========

====================================================================================================================================
                                          |(   7  ) 000036             |(       )                   |(      )
                                          |H E SARGENT, INC.           |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 606.17                  119.000  M   |      37.00000       4403.00|                            |
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0380 606.1722                  4.000  EA  |     800.00000       3200.00|                            |
  BRIDGE TRANSITION - TYPE 2              |                            |                            |
0390 606.21                    8.000  M   |      38.00000        304.00|                            |
  GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES |                            |                            |
0400 606.265                   1.000  EA  |      56.00000         56.00|                            |
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0410 606.35                   10.000  EA  |      27.00000        270.00|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0420 606.36                   38.000  M   |      27.00000       1026.00|                            |
  GUARDRAIL REMOVED AND RESET             |                            |                            |
0430 606.47                   62.000  EA  |      28.00000       1736.00|                            |
  SINGLE WOOD POST                        |                            |                            |
0440 606.76                    6.000  EA  |    1600.00000       9600.00|                            |
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0450 607.24                   10.000  M   |      37.00000        370.00|                            |
  REMOVE AND RESET FENCE                  |                            |                            |
0460 608.08                    5.000  M2  |     145.00000        725.00|                            |
  REINFORCED CONCRETE SIDEWALK            |                            |                            |
0470 609.31                  885.000  M   |      13.00000      11505.00|                            |
  CURB TYPE 3                             |                            |                            |
0480 610.08                  110.000  M3  |      40.00000       4400.00|                            |
  PLAIN RIPRAP                            |                            |                            |
0490 610.18                  290.000  M3  |      45.00000      13050.00|                            |
  STONE DITCH PROTECTION                  |                            |                            |
0500 612.06                  205.000  M2  |      16.00000       3280.00|                            |
  BITUMINOUS SEALING - BLACK              |                            |                            |
0510 613.319                3935.000  M2  |       1.60000       6296.00|                            |
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
0520 615.07                  560.000  M3  |      35.00000      19600.00|                            |
  LOAM                                    |                            |                            |
0530 618.1301                 28.000  UN  |      23.00000        644.00|                            |
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0540 618.1401                291.000  UN  |      18.00000       5238.00|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0550 619.1201                412.000  UN  |       8.00000       3296.00|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0560 620.56                  155.000  M2  |       3.00000        465.00|                            |
  DRAINAGE GEOTEXTILE                     |                            |                            |
     LETTING DATE : 11/14/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 15
     LOCATION : MONMOUTH                                TABULATION OF BIDS
                LITCHFIELD
                WEST GARDINER               CONTRACT ID : 008471.10
                                                          =========

====================================================================================================================================
                                          |(   7  ) 000036             |(       )                   |(      )
                                          |H E SARGENT, INC.           |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0570 620.58                  958.000  M2  |       1.80000       1724.40|                            |
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0580 620.651                1242.000  M2  |       7.00000       8694.00|                            |
  REINFORCEMENT GEOGRID INSTALLATION      |                            |                            |
0590 620.661                1080.000  M2  |      14.00000      15120.00|                            |
  DRAINAGE GEOCOMPOSITE INSTALLATION      |                            |                            |
0600 621.178                  20.000  EA  |     345.00000       6900.00|                            |
  MEDIUM DECIDUOUS TREES (1800 MM - 2400  |                            |                            |
  MM) GROUP A                             |                            |                            |
0610 621.255                  18.000  EA  |     205.00000       3690.00|                            |
  LARGE DECIDUOUS TREES (2400 MM - 3000   |                            |                            |
  MM) GROUP A                             |                            |                            |
0620 621.80                           LUMP|    1440.00000       1440.00|                            |
  ESTABLISHMENT PERIOD                    |                            |                            |
0630 622.10                   10.000  EA  |     122.00000       1220.00|                            |
  TRANSPLANTING SHRUB                     |                            |                            |
0640 627.711               15317.000  M   |       0.40000       6126.80|                            |
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0650 627.76                           LUMP|    3880.00000       3880.00|                            |
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0660 629.05                   80.000  MH  |      15.00000       1200.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0670 631.12                  150.000  HR  |     125.00000      18750.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0680 631.13                   25.000  HR  |     125.00000       3125.00|                            |
  BULLDOZER (INCLUDING OPERATOR)          |                            |                            |
0690 631.14                   30.000  HR  |     125.00000       3750.00|                            |
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0700 631.172                 280.000  HR  |      45.00000      12600.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0710 631.18                   30.000  HR  |      20.00000        600.00|                            |
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0720 631.20                   10.000  HR  |     170.00000       1700.00|                            |
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
0730 631.22                   30.000  HR  |      75.00000       2250.00|                            |
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
0740 631.32                   20.000  HR  |     100.00000       2000.00|                            |
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
     LETTING DATE : 11/14/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 16
     LOCATION : MONMOUTH                                TABULATION OF BIDS
                LITCHFIELD
                WEST GARDINER               CONTRACT ID : 008471.10
                                                          =========

====================================================================================================================================
                                          |(   7  ) 000036             |(       )                   |(      )
                                          |H E SARGENT, INC.           |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0750 636.61                   60.000  M2  |     265.00000      15900.00|                            |
  SEGMENTAL RETAINING WALL - SUPPLIER     |                            |                            |
  DESIGN                                  |                            |                            |
0760 637.071                          LUMP|    6000.00000       6000.00|                            |
  DUST CONTROL                            |                            |                            |
0770 639.18                    1.000  EA  |   10000.00000      10000.00|                            |
  FIELD OFFICE TYPE A                     |                            |                            |
0780 643.60                           LUMP|    5800.00000       5800.00|                            |
  FLASHING BEACON AT: SPEARS CORNER       |                            |                            |
0790 652.31                   60.000  EA  |      30.00000       1800.00|                            |
  TYPE I BARRICADE                        |                            |                            |
0800 652.33                  140.000  EA  |      45.00000       6300.00|                            |
  DRUM                                    |                            |                            |
0810 652.34                  140.000  EA  |      25.00000       3500.00|                            |
  CONE                                    |                            |                            |
0820 652.35                   95.000  M2  |      65.00000       6175.00|                            |
  CONSTRUCTION SIGNS                      |                            |                            |
0830 652.361                 200.000  LS  |   10000.00000      10000.00|                            |
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0840 652.38                 2000.000  MH  |      15.00000      30000.00|                            |
  FLAGGER                                 |                            |                            |
0850 656.75                           LUMP|   45000.00000      45000.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0860 657.24                   92.000  UN  |      16.00000       1472.00|                            |
  SEEDING PITS                            |                            |                            |
0870 659.10                           LUMP|  152700.00000     152700.00|                            |
  MOBILIZATION                            |                            |                            |
0880 660.21                 1000.000  MH  |       1.00000       1000.00|                            |
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  1,687,407.95|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,687,407.95|             $          0.00|              $
====================================================================================================================================