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     LETTING DATE : 07/18/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 1
     LOCATION : LITCHFIELD                              TABULATION OF BIDS
                WEST GARDINER
                                            CONTRACT ID : 008471.00
                                                          =========

                                        COMPLETION DATE : 07/12/02

   PROJECT(S):  STP-8471(00)X           COUNTIE(S) : KENNEBEC                    MAINE STATE DEPTARTMENT OF TRANSPORTATION

                                                                                 A TRUE COPY : __________________________

                                                                                       TITLE : __________________________

     CONTRACT DESCRIPTION : RURAL HIGHWAY REHABILITATION                         ATTEST : _______________________________
                                                                                                 NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000014         FARRIN BROS. & SMITH, INC.                                             $  1,049,221.72     100.0000%
   2   000272         A & V CONSTRUCTION, CORP.                                              $  1,156,791.30     110.2523%
   3   000132         HAROLD WARREN CONSTRUCTION                                             $  1,161,534.33     110.7044%
   4   000855         BRIDGECORP                                                             $  1,242,832.05     118.4528%
   5   000063         WYMAN & SIMPSON, INC.                                                  $  1,244,453.98     118.6073%
   6   000403         PRATT & SONS INC.                                                      $  1,333,908.90     127.1332%
   7   000164         C P M CONSTRUCTORS                                                     $  1,351,271.60     128.7880%
====================================================================================================================================
                                          |(   1  ) 000014             |(   2  ) 000272             |(   3  ) 000132
                                          |FARRIN BROS. & SMITH, INC.  |A & V CONSTRUCTION, CORP.   |HAROLD WARREN CONSTRUCTION
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 202.203                 320.000  M2  |      25.00000       8000.00|      20.00000       6400.00|      28.00000        8960.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0020 203.20                 4170.000  M3  |       7.00000      29190.00|      11.00000      45870.00|       9.50000       39615.00
  COMMON EXCAVATION                       |                            |                            |
0030 203.203                1570.000  M   |      14.00000      21980.00|      11.50000      18055.00|      14.50000       22765.00
  DITCH EXCAVATION                        |                            |                            |
0040 203.24                 1610.000  M3  |       8.50000      13685.00|      12.50000      20125.00|      11.50000       18515.00
  COMMON BORROW                           |                            |                            |
0050 203.25                  500.000  M3  |      14.00000       7000.00|      20.00000      10000.00|      14.00000        7000.00
  GRANULAR BORROW                         |                            |                            |
0060 203.35                   85.000  M3  |      25.00000       2125.00|      50.00000       4250.00|      28.00000        2380.00
  CRUSHED STONE FILL                      |                            |                            |
0070 204.41                 8186.000  M2  |       3.75000      30697.50|       5.50000      45023.00|       3.75000       30697.50
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0080 206.061                  10.000  M3  |      50.00000        500.00|      30.00000        300.00|      20.00000         200.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
     LETTING DATE : 07/18/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 2
     LOCATION : LITCHFIELD                              TABULATION OF BIDS
                WEST GARDINER
                                            CONTRACT ID : 008471.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000014             |(   2   ) 000272            |(   3  ) 000132
                                          |FARRIN BROS. & SMITH, INC.  |A & V CONSTRUCTION, CORP.   |HAROLD WARREN CONSTRUCTION
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0090 304.10                 7760.000  M3  |      15.00000     116400.00|      16.50000     128040.00|      16.00000      124160.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0100 307.32                 5360.000  M2  |       2.00000      10720.00|       2.00000      10720.00|       3.00000       16080.00
  COLD IN-PLACE RECYCLED MATERIAL         |                            |                            |
  (UNTREATED) TRAVELWAY                   |                            |                            |
0110 403.207                1030.000  MG  |      33.00000      33990.00|      34.50000      35535.00|      36.50000       37595.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0120 403.209                  95.000  MG  |      80.00000       7600.00|      84.00000       7980.00|      90.00000        8550.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0130 403.210                4255.000  MG  |                            |                            |
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0140 403.211                2100.000  MG  |      36.50000      76650.00|      39.00000      81900.00|      38.50000       80850.00
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0150 409.15                 2440.000  L   |       0.80000       1952.00|       1.00000       2440.00|       1.00000        2440.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0160 411.10                  120.000  M3  |      30.00000       3600.00|      25.00000       3000.00|      20.00000        2400.00
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0170 509.191                2050.000  LS  |   15400.00000      15400.00|   15000.00000      15000.00|   64000.00000       64000.00
  ALUMINUM ALLOY STRUCTURAL PLATE PIPE    |                            |                            |
  ARCH, INSTALLATION                      |                            |                            |
0180 511.07                           LUMP|    3500.00000       3500.00|    5000.00000       5000.00|    8000.00000        8000.00
  COFFERDAM: Dennis Br.                   |                            |                            |
0190 511.07                           LUMP|    2500.00000       2500.00|    5000.00000       5000.00|    8000.00000        8000.00
  COFFERDAM: Horseshoe Pond               |                            |                            |
0200 601.222                  90.000  M3  |     175.00000      15750.00|     120.00000      10800.00|     280.00000       25200.00
  GABIONS, PVC COATED, INSTALLATION       |                            |                            |
0210 603.16                   55.000  M   |      90.00000       4950.00|      75.00000       4125.00|     120.00000        6600.00
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0220 603.17                   61.000  M   |     100.00000       6100.00|      85.00000       5185.00|     130.00000        7930.00
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0230 603.179                  51.000  M   |     185.00000       9435.00|     155.00000       7905.00|     140.00000        7140.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0240 603.19                   19.000  M   |     110.00000       2090.00|     150.00000       2850.00|     220.00000        4180.00
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0250 603.199                  38.000  M   |     200.00000       7600.00|     200.00000       7600.00|     235.00000        8930.00
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0260 603.201                   3.000  M   |     135.00000        405.00|     350.00000       1050.00|     250.00000         750.00
  750 MM CORRUGATED METAL PIPE            |                            |                            |
0270 603.209                  20.000  M   |     210.00000       4200.00|     250.00000       5000.00|     320.00000        6400.00
  750 MM CULVERT PIPE OPTION III          |                            |                            |
     LETTING DATE : 07/18/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 3
     LOCATION : LITCHFIELD                              TABULATION OF BIDS
                WEST GARDINER
                                            CONTRACT ID : 008471.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000014             |(   2   ) 000272            |(   3  ) 000132
                                          |FARRIN BROS. & SMITH, INC.  |A & V CONSTRUCTION, CORP.   |HAROLD WARREN CONSTRUCTION
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0280 603.219                  38.000  M   |     225.00000       8550.00|     270.00000      10260.00|     350.00000       13300.00
  900 MM CULVERT PIPE OPTION III          |                            |                            |
0290 603.239                  22.000  M   |     330.00000       7260.00|     380.00000       8360.00|     435.00000        9570.00
  1200 MM CULVERT PIPE OPTION III         |                            |                            |
0300 603.7318                 10.000  M   |     100.00000       1000.00|     140.00000       1400.00|     140.00000        1400.00
  REMOVE & RELAY 450 MM METAL PIPE        |                            |                            |
0310 605.09                   73.000  M   |      56.00000       4088.00|      50.00000       3650.00|      70.00000        5110.00
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0320 606.1722                  4.000  EA  |     700.00000       2800.00|     750.00000       3000.00|     900.00000        3600.00
  BRIDGE TRANSITION - TYPE 2              |                            |                            |
0330 606.265                   5.000  EA  |      40.00000        200.00|      45.00000        225.00|      60.00000         300.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0340 606.35                   13.000  EA  |      25.00000        325.00|      30.00000        390.00|      30.00000         390.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0350 606.47                   17.000  EA  |      35.00000        595.00|      40.00000        680.00|      30.00000         510.00
  SINGLE WOOD POST                        |                            |                            |
0360 606.55                  928.000  M   |      32.80000      30438.40|      35.00000      32480.00|      36.00000       33408.00
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0370 606.60                   35.000  M   |      32.80000       1148.00|      35.00000       1225.00|      36.00000        1260.00
  GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU |                            |                            |
0380 606.752                   4.000  EA  |    1500.00000       6000.00|    1000.00000       4000.00|    1500.00000        6000.00
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0390 606.76                    7.000  EA  |    1425.00000       9975.00|    1500.00000      10500.00|    1600.00000       11200.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0400 607.25                    4.000  M   |      82.08000        328.32|      50.00000        200.00|      90.00000         360.00
  REMOVE AND RESET CHAIN LINK FENCE       |                            |                            |
0410 610.08                  367.000  M3  |      60.00000      22020.00|      70.00000      25690.00|      80.00000       29360.00
  PLAIN RIPRAP                            |                            |                            |
0420 610.18                  745.000  M3  |      52.00000      38740.00|      70.00000      52150.00|      50.00000       37250.00
  STONE DITCH PROTECTION                  |                            |                            |
0430 613.319                3060.000  M2  |       1.75000       5355.00|       2.00000       6120.00|       1.80000        5508.00
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
0440 615.07                  395.000  M3  |      30.00000      11850.00|      22.00000       8690.00|      24.00000        9480.00
  LOAM                                    |                            |                            |
0450 618.1401                296.000  UN  |      14.25000       4218.00|      20.00000       5920.00|      26.00000        7696.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0460 619.1201                376.000  UN  |       6.95000       2613.20|      12.00000       4512.00|      12.00000        4512.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0470 620.54                  280.000  M2  |       4.00000       1120.00|       5.00000       1400.00|       2.80000         784.00
  STABILIZATION GEOTEXTILE                |                            |                            |
     LETTING DATE : 07/18/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 4
     LOCATION : LITCHFIELD                              TABULATION OF BIDS
                WEST GARDINER
                                            CONTRACT ID : 008471.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000014             |(   2   ) 000272            |(   3  ) 000132
                                          |FARRIN BROS. & SMITH, INC.  |A & V CONSTRUCTION, CORP.   |HAROLD WARREN CONSTRUCTION
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0480 620.56                  200.000  M2  |       3.00000        600.00|       5.00000       1000.00|       2.50000         500.00
  DRAINAGE GEOTEXTILE                     |                            |                            |
0490 620.58                 2505.000  M2  |       3.00000       7515.00|       3.50000       8767.50|       2.50000        6262.50
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0500 620.65                 4980.000  M2  |       4.50000      22410.00|       5.00000      24900.00|       4.00000       19920.00
  REINFORCEMENT GEOGRID                   |                            |                            |
0510 620.651                1284.000  M2  |       3.00000       3852.00|       4.00000       5136.00|       1.50000        1926.00
  REINFORCEMENT GEOGRID INSTALLATION      |                            |                            |
0520 620.66                  470.000  M2  |       6.50000       3055.00|       7.00000       3290.00|       6.00000        2820.00
  STRUCTURAL REINFORCEMENT GEOGRID        |                            |                            |
0530 620.661                 900.000  M2  |       3.00000       2700.00|       6.00000       5400.00|       4.00000        3600.00
  DRAINAGE GEOCOMPOSITE INSTALLATION      |                            |                            |
0540 627.71                 8934.000  M   |       0.30000       2680.20|       0.30000       2680.20|       0.40000        3573.60
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
0550 627.73                 4467.000  M   |       0.30000       1340.10|       0.30000       1340.10|       0.54000        2412.18
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
0560 627.78                13355.000  M   |       0.20000       2671.00|       0.30000       4006.50|       0.45000        6009.75
  TEMPORARY 100 MM PAINTED PAVEMENT       |                            |                            |
  MARKING LINE, WHITE OR YELLOW           |                            |                            |
0570 629.05                   65.000  MH  |      25.00000       1625.00|      25.00000       1625.00|      24.00000        1560.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0580 631.14                   30.000  HR  |      40.00000       1200.00|      90.00000       2700.00|      80.00000        2400.00
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0590 631.172                  65.000  HR  |      20.00000       1300.00|      40.00000       2600.00|      45.00000        2925.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0600 631.18                   20.000  HR  |      35.00000        700.00|      45.00000        900.00|      65.00000        1300.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0610 631.22                   30.000  HR  |      10.00000        300.00|      65.00000       1950.00|      75.00000        2250.00
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
0620 631.32                   20.000  HR  |     150.00000       3000.00|     100.00000       2000.00|     150.00000        3000.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0630 637.071                          LUMP|    3500.00000       3500.00|   15000.00000      15000.00|    5000.00000        5000.00
  DUST CONTROL                            |                            |                            |
0640 639.18                    1.000  EA  |    5000.00000       5000.00|    8000.00000       8000.00|    5000.00000        5000.00
  FIELD OFFICE TYPE A                     |                            |                            |
0650 652.31                   60.000  EA  |      10.00000        600.00|      55.00000       3300.00|      75.00000        4500.00
  TYPE I BARRICADE                        |                            |                            |
0660 652.312                   8.000  EA  |     300.00000       2400.00|     450.00000       3600.00|      70.00000         560.00
  TYPE III BARRICADE                      |                            |                            |
0670 652.33                  130.000  EA  |      10.00000       1300.00|      55.00000       7150.00|      70.00000        9100.00
  DRUM                                    |                            |                            |
     LETTING DATE : 07/18/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 5
     LOCATION : LITCHFIELD                              TABULATION OF BIDS
                WEST GARDINER
                                            CONTRACT ID : 008471.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000014             |(   2   ) 000272            |(   3  ) 000132
                                          |FARRIN BROS. & SMITH, INC.  |A & V CONSTRUCTION, CORP.   |HAROLD WARREN CONSTRUCTION
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0680 652.34                  130.000  EA  |      10.00000       1300.00|      18.00000       2340.00|      20.00000        2600.00
  CONE                                    |                            |                            |
0690 652.35                   60.000  M2  |      85.00000       5100.00|     120.00000       7200.00|      90.00000        5400.00
  CONSTRUCTION SIGNS                      |                            |                            |
0700 652.36                  185.000  CD  |      40.00000       7400.00|      35.00000       6475.00|     100.00000       18500.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0710 652.38                 1850.000  MH  |      15.00000      27750.00|      13.50000      24975.00|      16.00000       29600.00
  FLAGGER                                 |                            |                            |
0720 656.64                    5.000  M   |      40.00000        200.00|     200.00000       1000.00|     150.00000         750.00
  BOOM SUPPORTED FLOATING SILT FENCE      |                            |                            |
0730 656.75                           LUMP|   35000.00000      35000.00|   25000.00000      25000.00|   10500.00000       10500.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0740 657.24                   80.000  UN  |      12.00000        960.00|      15.00000       1200.00|       0.01000           0.80
  SEEDING PITS                            |                            |                            |
0750 659.10                           LUMP|   94950.00000      94950.00|  100000.00000     100000.00|   60000.00000       60000.00
  MOBILIZATION                            |                            |                            |
0760 660.21                 1000.000  MH  |       1.00000       1000.00|       1.00000       1000.00|       1.00000        1000.00
  ON-THE-JOB TRAINING (BID)               |                            |                            |
0770 203.202                4322.000  M   |      10.00000      43220.00|       8.00000      34576.00|       7.00000       30254.00
  INSLOPE EXCAVATION                      |                            |                            |
0780 403.208                5150.000  MG  |      33.00000     169950.00|      34.50000     177675.00|      36.50000      187975.00
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
     SECTION TOTALS                       |             $  1,049,221.72|             $  1,156,791.30|              $  1,161,534.33
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,049,221.72|             $  1,156,791.30|              $  1,161,534.33
====================================================================================================================================
     LETTING DATE : 07/18/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 6
     LOCATION : LITCHFIELD                              TABULATION OF BIDS
                WEST GARDINER
                                            CONTRACT ID : 008471.00
                                                          =========

====================================================================================================================================
                                          |(   4  ) 000855             |(   5   ) 000063            |(   6  ) 000403
                                          |BRIDGECORP                  |WYMAN & SIMPSON, INC.       |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 202.203                 320.000  M2  |      15.00000       4800.00|      32.00000      10240.00|      28.00000        8960.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0020 203.20                 4170.000  M3  |      10.00000      41700.00|      10.20000      42534.00|      10.00000       41700.00
  COMMON EXCAVATION                       |                            |                            |
0030 203.203                1570.000  M   |      12.00000      18840.00|      14.25000      22372.50|      14.00000       21980.00
  DITCH EXCAVATION                        |                            |                            |
0040 203.24                 1610.000  M3  |       3.00000       4830.00|       9.20000      14812.00|      17.00000       27370.00
  COMMON BORROW                           |                            |                            |
0050 203.25                  500.000  M3  |      20.00000      10000.00|      15.00000       7500.00|      26.40000       13200.00
  GRANULAR BORROW                         |                            |                            |
0060 203.35                   85.000  M3  |      40.00000       3400.00|      25.00000       2125.00|      51.00000        4335.00
  CRUSHED STONE FILL                      |                            |                            |
0070 204.41                 8186.000  M2  |       5.00000      40930.00|       5.15000      42157.90|       6.10000       49934.60
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0080 206.061                  10.000  M3  |      36.00000        360.00|      25.00000        250.00|      15.00000         150.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0090 304.10                 7760.000  M3  |      16.00000     124160.00|      17.20000     133472.00|      23.00000      178480.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0100 307.32                 5360.000  M2  |       2.00000      10720.00|       2.10000      11256.00|       4.70000       25192.00
  COLD IN-PLACE RECYCLED MATERIAL         |                            |                            |
  (UNTREATED) TRAVELWAY                   |                            |                            |
0110 403.207                1030.000  MG  |      38.00000      39140.00|      42.00000      43260.00|      37.70000       38831.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0120 403.209                  95.000  MG  |     150.00000      14250.00|     102.00000       9690.00|      90.00000        8550.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0130 403.210                4255.000  MG  |                            |                            |
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0140 403.211                2100.000  MG  |      40.00000      84000.00|      46.00000      96600.00|      41.70000       87570.00
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0150 409.15                 2440.000  L   |       1.50000       3660.00|       1.00000       2440.00|       0.90000        2196.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0160 411.10                  120.000  M3  |      50.00000       6000.00|      22.00000       2640.00|      65.00000        7800.00
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0170 509.191                2050.000  LS  |   28000.00000      28000.00|   32000.00000      32000.00|   33000.00000       33000.00
  ALUMINUM ALLOY STRUCTURAL PLATE PIPE    |                            |                            |
  ARCH, INSTALLATION                      |                            |                            |
     LETTING DATE : 07/18/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 7
     LOCATION : LITCHFIELD                              TABULATION OF BIDS
                WEST GARDINER
                                            CONTRACT ID : 008471.00
                                                          =========

====================================================================================================================================
                                          |(   4  ) 000855             |(   5   ) 000063            |(   6  ) 000403
                                          |BRIDGECORP                  |WYMAN & SIMPSON, INC.       |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 511.07                           LUMP|    2000.00000       2000.00|    4000.00000       4000.00|    8800.00000        8800.00
  COFFERDAM: Dennis Br.                   |                            |                            |
0190 511.07                           LUMP|    1000.00000       1000.00|    6000.00000       6000.00|    8800.00000        8800.00
  COFFERDAM: Horseshoe Pond               |                            |                            |
0200 601.222                  90.000  M3  |     100.00000       9000.00|     108.00000       9720.00|     150.00000       13500.00
  GABIONS, PVC COATED, INSTALLATION       |                            |                            |
0210 603.16                   55.000  M   |     110.00000       6050.00|      80.00000       4400.00|      61.00000        3355.00
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0220 603.17                   61.000  M   |     110.00000       6710.00|      92.00000       5612.00|      83.00000        5063.00
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0230 603.179                  51.000  M   |     150.00000       7650.00|     155.00000       7905.00|     258.00000       13158.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0240 603.19                   19.000  M   |     140.00000       2660.00|     110.00000       2090.00|     185.00000        3515.00
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0250 603.199                  38.000  M   |     150.00000       5700.00|     165.00000       6270.00|     318.00000       12084.00
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0260 603.201                   3.000  M   |     315.00000        945.00|     200.00000        600.00|     977.00000        2931.00
  750 MM CORRUGATED METAL PIPE            |                            |                            |
0270 603.209                  20.000  M   |     170.00000       3400.00|     180.00000       3600.00|     263.00000        5260.00
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0280 603.219                  38.000  M   |     210.00000       7980.00|     280.00000      10640.00|     288.00000       10944.00
  900 MM CULVERT PIPE OPTION III          |                            |                            |
0290 603.239                  22.000  M   |     310.00000       6820.00|     355.00000       7810.00|     462.00000       10164.00
  1200 MM CULVERT PIPE OPTION III         |                            |                            |
0300 603.7318                 10.000  M   |      25.00000        250.00|      80.00000        800.00|     363.00000        3630.00
  REMOVE & RELAY 450 MM METAL PIPE        |                            |                            |
0310 605.09                   73.000  M   |      60.00000       4380.00|      72.00000       5256.00|      91.00000        6643.00
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0320 606.1722                  4.000  EA  |     820.00000       3280.00|     900.00000       3600.00|    1000.00000        4000.00
  BRIDGE TRANSITION - TYPE 2              |                            |                            |
0330 606.265                   5.000  EA  |      47.00000        235.00|      51.00000        255.00|      40.00000         200.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0340 606.35                   13.000  EA  |      29.00000        377.00|      32.00000        416.00|      35.00000         455.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0350 606.47                   17.000  EA  |      41.00000        697.00|      44.00000        748.00|      30.00000         510.00
  SINGLE WOOD POST                        |                            |                            |
0360 606.55                  928.000  M   |      38.00000      35264.00|      41.00000      38048.00|      37.00000       34336.00
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0370 606.60                   35.000  M   |      38.00000       1330.00|      41.00000       1435.00|      39.40000        1379.00
  GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU |                            |                            |
     LETTING DATE : 07/18/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 8
     LOCATION : LITCHFIELD                              TABULATION OF BIDS
                WEST GARDINER
                                            CONTRACT ID : 008471.00
                                                          =========

====================================================================================================================================
                                          |(   4  ) 000855             |(   5   ) 000063            |(   6  ) 000403
                                          |BRIDGECORP                  |WYMAN & SIMPSON, INC.       |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 606.752                   4.000  EA  |    1025.00000       4100.00|     875.00000       3500.00|     600.00000        2400.00
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0390 606.76                    7.000  EA  |    1665.00000      11655.00|    1800.00000      12600.00|    1800.00000       12600.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0400 607.25                    4.000  M   |      20.00000         80.00|     105.00000        420.00|      43.00000         172.00
  REMOVE AND RESET CHAIN LINK FENCE       |                            |                            |
0410 610.08                  367.000  M3  |      54.00000      19818.00|      79.00000      28993.00|      58.00000       21286.00
  PLAIN RIPRAP                            |                            |                            |
0420 610.18                  745.000  M3  |      44.00000      32780.00|      41.00000      30545.00|      68.00000       50660.00
  STONE DITCH PROTECTION                  |                            |                            |
0430 613.319                3060.000  M2  |       1.25000       3825.00|       1.75000       5355.00|       2.00000        6120.00
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
0440 615.07                  395.000  M3  |      15.00000       5925.00|      39.00000      15405.00|      32.00000       12640.00
  LOAM                                    |                            |                            |
0450 618.1401                296.000  UN  |      17.00000       5032.00|      18.00000       5328.00|      16.00000        4736.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0460 619.1201                376.000  UN  |       9.00000       3384.00|       9.00000       3384.00|       8.00000        3008.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0470 620.54                  280.000  M2  |       3.75000       1050.00|       2.35000        658.00|       2.90000         812.00
  STABILIZATION GEOTEXTILE                |                            |                            |
0480 620.56                  200.000  M2  |       8.50000       1700.00|       2.70000        540.00|       2.40000         480.00
  DRAINAGE GEOTEXTILE                     |                            |                            |
0490 620.58                 2505.000  M2  |       2.75000       6888.75|       1.75000       4383.75|       2.20000        5511.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0500 620.65                 4980.000  M2  |       3.65000      18177.00|       3.35000      16683.00|       4.40000       21912.00
  REINFORCEMENT GEOGRID                   |                            |                            |
0510 620.651                1284.000  M2  |       2.80000       3595.20|       0.80000       1027.20|       2.20000        2824.80
  REINFORCEMENT GEOGRID INSTALLATION      |                            |                            |
0520 620.66                  470.000  M2  |       7.40000       3478.00|       5.15000       2420.50|       4.10000        1927.00
  STRUCTURAL REINFORCEMENT GEOGRID        |                            |                            |
0530 620.661                 900.000  M2  |      12.00000      10800.00|       3.50000       3150.00|      11.40000       10260.00
  DRAINAGE GEOCOMPOSITE INSTALLATION      |                            |                            |
0540 627.71                 8934.000  M   |       0.35000       3126.90|       0.38000       3394.92|       0.35000        3126.90
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
0550 627.73                 4467.000  M   |       0.35000       1563.45|       0.38000       1697.46|       0.35000        1563.45
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
0560 627.78                13355.000  M   |       0.25000       3338.75|       0.25000       3338.75|       0.25000        3338.75
  TEMPORARY 100 MM PAINTED PAVEMENT       |                            |                            |
  MARKING LINE, WHITE OR YELLOW           |                            |                            |
0570 629.05                   65.000  MH  |      22.00000       1430.00|      25.00000       1625.00|      33.00000        2145.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
     LETTING DATE : 07/18/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 9
     LOCATION : LITCHFIELD                              TABULATION OF BIDS
                WEST GARDINER
                                            CONTRACT ID : 008471.00
                                                          =========

====================================================================================================================================
                                          |(   4  ) 000855             |(   5   ) 000063            |(   6  ) 000403
                                          |BRIDGECORP                  |WYMAN & SIMPSON, INC.       |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0580 631.14                   30.000  HR  |     110.00000       3300.00|      65.00000       1950.00|     175.00000        5250.00
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0590 631.172                  65.000  HR  |      48.00000       3120.00|      40.00000       2600.00|      53.00000        3445.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0600 631.18                   20.000  HR  |      30.00000        600.00|      35.00000        700.00|      38.00000         760.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0610 631.22                   30.000  HR  |      70.00000       2100.00|      65.00000       1950.00|      85.00000        2550.00
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
0620 631.32                   20.000  HR  |     125.00000       2500.00|     152.00000       3040.00|     165.00000        3300.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0630 637.071                          LUMP|    9500.00000       9500.00|    5000.00000       5000.00|    6500.00000        6500.00
  DUST CONTROL                            |                            |                            |
0640 639.18                    1.000  EA  |    4000.00000       4000.00|   10900.00000      10900.00|    4500.00000        4500.00
  FIELD OFFICE TYPE A                     |                            |                            |
0650 652.31                   60.000  EA  |      64.00000       3840.00|      50.00000       3000.00|      50.00000        3000.00
  TYPE I BARRICADE                        |                            |                            |
0660 652.312                   8.000  EA  |     210.00000       1680.00|     100.00000        800.00|     350.00000        2800.00
  TYPE III BARRICADE                      |                            |                            |
0670 652.33                  130.000  EA  |      65.00000       8450.00|      60.00000       7800.00|      65.00000        8450.00
  DRUM                                    |                            |                            |
0680 652.34                  130.000  EA  |      16.00000       2080.00|      20.00000       2600.00|      15.00000        1950.00
  CONE                                    |                            |                            |
0690 652.35                   60.000  M2  |      76.00000       4560.00|     112.00000       6720.00|      97.00000        5820.00
  CONSTRUCTION SIGNS                      |                            |                            |
0700 652.36                  185.000  CD  |      10.00000       1850.00|      29.00000       5365.00|     110.00000       20350.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0710 652.38                 1850.000  MH  |       7.00000      12950.00|      15.00000      27750.00|      14.00000       25900.00
  FLAGGER                                 |                            |                            |
0720 656.64                    5.000  M   |     100.00000        500.00|     116.00000        580.00|     185.00000         925.00
  BOOM SUPPORTED FLOATING SILT FENCE      |                            |                            |
0730 656.75                           LUMP|   16000.00000      16000.00|   50600.00000      50600.00|   31000.00000       31000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0740 657.24                   80.000  UN  |       5.00000        400.00|      15.25000       1220.00|      14.00000        1120.00
  SEEDING PITS                            |                            |                            |
0750 659.10                           LUMP|  260000.00000     260000.00|  122000.00000     122000.00|  121000.00000      121000.00
  MOBILIZATION                            |                            |                            |
0760 660.21                 1000.000  MH  |       1.00000       1000.00|       2.00000       2000.00|       1.00000        1000.00
  ON-THE-JOB TRAINING (BID)               |                            |                            |
0770 203.202                4322.000  M   |       8.50000      36737.00|       8.00000      34576.00|       5.70000       24635.40
  INSLOPE EXCAVATION                      |                            |                            |
     LETTING DATE : 07/18/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 10
     LOCATION : LITCHFIELD                              TABULATION OF BIDS
                WEST GARDINER
                                            CONTRACT ID : 008471.00
                                                          =========

====================================================================================================================================
                                          |(   4  ) 000855             |(   5   ) 000063            |(   6  ) 000403
                                          |BRIDGECORP                  |WYMAN & SIMPSON, INC.       |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0780 403.208                5150.000  MG  |      36.00000     185400.00|      42.00000     216300.00|      37.70000      194155.00
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
     SECTION TOTALS                       |             $  1,242,832.05|             $  1,244,453.98|              $  1,333,908.90
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,242,832.05|             $  1,244,453.98|              $  1,333,908.90
====================================================================================================================================
     LETTING DATE : 07/18/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 11
     LOCATION : LITCHFIELD                              TABULATION OF BIDS
                WEST GARDINER
                                            CONTRACT ID : 008471.00
                                                          =========

====================================================================================================================================
                                          |(   7  ) 000164             |(       )                   |(      )
                                          |C P M CONSTRUCTORS          |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 202.203                 320.000  M2  |      25.00000       8000.00|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0020 203.20                 4170.000  M3  |      11.00000      45870.00|                            |
  COMMON EXCAVATION                       |                            |                            |
0030 203.203                1570.000  M   |      13.00000      20410.00|                            |
  DITCH EXCAVATION                        |                            |                            |
0040 203.24                 1610.000  M3  |      15.00000      24150.00|                            |
  COMMON BORROW                           |                            |                            |
0050 203.25                  500.000  M3  |      25.00000      12500.00|                            |
  GRANULAR BORROW                         |                            |                            |
0060 203.35                   85.000  M3  |      70.00000       5950.00|                            |
  CRUSHED STONE FILL                      |                            |                            |
0070 204.41                 8186.000  M2  |       7.75000      63441.50|                            |
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0080 206.061                  10.000  M3  |      65.00000        650.00|                            |
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0090 304.10                 7760.000  M3  |      17.00000     131920.00|                            |
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0100 307.32                 5360.000  M2  |       3.00000      16080.00|                            |
  COLD IN-PLACE RECYCLED MATERIAL         |                            |                            |
  (UNTREATED) TRAVELWAY                   |                            |                            |
0110 403.207                1030.000  MG  |      33.00000      33990.00|                            |
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0120 403.209                  95.000  MG  |      80.00000       7600.00|                            |
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0130 403.210                4255.000  MG  |                            |                            |
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0140 403.211                2100.000  MG  |      37.00000      77700.00|                            |
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0150 409.15                 2440.000  L   |       1.00000       2440.00|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0160 411.10                  120.000  M3  |      35.00000       4200.00|                            |
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0170 509.191                2050.000  LS  |  100000.00000     100000.00|                            |
  ALUMINUM ALLOY STRUCTURAL PLATE PIPE    |                            |                            |
  ARCH, INSTALLATION                      |                            |                            |
     LETTING DATE : 07/18/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 12
     LOCATION : LITCHFIELD                              TABULATION OF BIDS
                WEST GARDINER
                                            CONTRACT ID : 008471.00
                                                          =========

====================================================================================================================================
                                          |(   7  ) 000164             |(       )                   |(      )
                                          |C P M CONSTRUCTORS          |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 511.07                           LUMP|   12000.00000      12000.00|                            |
  COFFERDAM: Dennis Br.                   |                            |                            |
0190 511.07                           LUMP|    5000.00000       5000.00|                            |
  COFFERDAM: Horseshoe Pond               |                            |                            |
0200 601.222                  90.000  M3  |     200.00000      18000.00|                            |
  GABIONS, PVC COATED, INSTALLATION       |                            |                            |
0210 603.16                   55.000  M   |     125.00000       6875.00|                            |
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0220 603.17                   61.000  M   |     150.00000       9150.00|                            |
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0230 603.179                  51.000  M   |     200.00000      10200.00|                            |
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0240 603.19                   19.000  M   |     225.00000       4275.00|                            |
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0250 603.199                  38.000  M   |     225.00000       8550.00|                            |
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0260 603.201                   3.000  M   |     320.00000        960.00|                            |
  750 MM CORRUGATED METAL PIPE            |                            |                            |
0270 603.209                  20.000  M   |     320.00000       6400.00|                            |
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0280 603.219                  38.000  M   |     400.00000      15200.00|                            |
  900 MM CULVERT PIPE OPTION III          |                            |                            |
0290 603.239                  22.000  M   |     620.00000      13640.00|                            |
  1200 MM CULVERT PIPE OPTION III         |                            |                            |
0300 603.7318                 10.000  M   |     220.00000       2200.00|                            |
  REMOVE & RELAY 450 MM METAL PIPE        |                            |                            |
0310 605.09                   73.000  M   |      75.00000       5475.00|                            |
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0320 606.1722                  4.000  EA  |    3000.00000      12000.00|                            |
  BRIDGE TRANSITION - TYPE 2              |                            |                            |
0330 606.265                   5.000  EA  |      45.00000        225.00|                            |
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0340 606.35                   13.000  EA  |      30.00000        390.00|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0350 606.47                   17.000  EA  |      40.00000        680.00|                            |
  SINGLE WOOD POST                        |                            |                            |
0360 606.55                  928.000  M   |      34.00000      31552.00|                            |
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0370 606.60                   35.000  M   |      36.00000       1260.00|                            |
  GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU |                            |                            |
     LETTING DATE : 07/18/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 13
     LOCATION : LITCHFIELD                              TABULATION OF BIDS
                WEST GARDINER
                                            CONTRACT ID : 008471.00
                                                          =========

====================================================================================================================================
                                          |(   7  ) 000164             |(       )                   |(      )
                                          |C P M CONSTRUCTORS          |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 606.752                   4.000  EA  |    1000.00000       4000.00|                            |
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0390 606.76                    7.000  EA  |    1200.00000       8400.00|                            |
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0400 607.25                    4.000  M   |     225.00000        900.00|                            |
  REMOVE AND RESET CHAIN LINK FENCE       |                            |                            |
0410 610.08                  367.000  M3  |      50.00000      18350.00|                            |
  PLAIN RIPRAP                            |                            |                            |
0420 610.18                  745.000  M3  |      50.00000      37250.00|                            |
  STONE DITCH PROTECTION                  |                            |                            |
0430 613.319                3060.000  M2  |       2.50000       7650.00|                            |
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
0440 615.07                  395.000  M3  |      40.00000      15800.00|                            |
  LOAM                                    |                            |                            |
0450 618.1401                296.000  UN  |      15.00000       4440.00|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0460 619.1201                376.000  UN  |       7.00000       2632.00|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0470 620.54                  280.000  M2  |       2.00000        560.00|                            |
  STABILIZATION GEOTEXTILE                |                            |                            |
0480 620.56                  200.000  M2  |       2.50000        500.00|                            |
  DRAINAGE GEOTEXTILE                     |                            |                            |
0490 620.58                 2505.000  M2  |       2.00000       5010.00|                            |
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0500 620.65                 4980.000  M2  |       4.50000      22410.00|                            |
  REINFORCEMENT GEOGRID                   |                            |                            |
0510 620.651                1284.000  M2  |       3.50000       4494.00|                            |
  REINFORCEMENT GEOGRID INSTALLATION      |                            |                            |
0520 620.66                  470.000  M2  |       5.00000       2350.00|                            |
  STRUCTURAL REINFORCEMENT GEOGRID        |                            |                            |
0530 620.661                 900.000  M2  |       5.00000       4500.00|                            |
  DRAINAGE GEOCOMPOSITE INSTALLATION      |                            |                            |
0540 627.71                 8934.000  M   |       0.35000       3126.90|                            |
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
0550 627.73                 4467.000  M   |       0.35000       1563.45|                            |
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
0560 627.78                13355.000  M   |       0.25000       3338.75|                            |
  TEMPORARY 100 MM PAINTED PAVEMENT       |                            |                            |
  MARKING LINE, WHITE OR YELLOW           |                            |                            |
0570 629.05                   65.000  MH  |      25.00000       1625.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
     LETTING DATE : 07/18/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 14
     LOCATION : LITCHFIELD                              TABULATION OF BIDS
                WEST GARDINER
                                            CONTRACT ID : 008471.00
                                                          =========

====================================================================================================================================
                                          |(   7  ) 000164             |(       )                   |(      )
                                          |C P M CONSTRUCTORS          |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0580 631.14                   30.000  HR  |      90.00000       2700.00|                            |
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0590 631.172                  65.000  HR  |      40.00000       2600.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0600 631.18                   20.000  HR  |      30.00000        600.00|                            |
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0610 631.22                   30.000  HR  |      75.00000       2250.00|                            |
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
0620 631.32                   20.000  HR  |     150.00000       3000.00|                            |
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0630 637.071                          LUMP|   10000.00000      10000.00|                            |
  DUST CONTROL                            |                            |                            |
0640 639.18                    1.000  EA  |    7000.00000       7000.00|                            |
  FIELD OFFICE TYPE A                     |                            |                            |
0650 652.31                   60.000  EA  |      60.00000       3600.00|                            |
  TYPE I BARRICADE                        |                            |                            |
0660 652.312                   8.000  EA  |     300.00000       2400.00|                            |
  TYPE III BARRICADE                      |                            |                            |
0670 652.33                  130.000  EA  |      60.00000       7800.00|                            |
  DRUM                                    |                            |                            |
0680 652.34                  130.000  EA  |      25.00000       3250.00|                            |
  CONE                                    |                            |                            |
0690 652.35                   60.000  M2  |     120.00000       7200.00|                            |
  CONSTRUCTION SIGNS                      |                            |                            |
0700 652.36                  185.000  CD  |     150.00000      27750.00|                            |
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0710 652.38                 1850.000  MH  |      13.00000      24050.00|                            |
  FLAGGER                                 |                            |                            |
0720 656.64                    5.000  M   |     150.00000        750.00|                            |
  BOOM SUPPORTED FLOATING SILT FENCE      |                            |                            |
0730 656.75                           LUMP|   35000.00000      35000.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0740 657.24                   80.000  UN  |       8.00000        640.00|                            |
  SEEDING PITS                            |                            |                            |
0750 659.10                           LUMP|  133000.00000     133000.00|                            |
  MOBILIZATION                            |                            |                            |
0760 660.21                 1000.000  MH  |       1.00000       1000.00|                            |
  ON-THE-JOB TRAINING (BID)               |                            |                            |
0770 203.202                4322.000  M   |       9.00000      38898.00|                            |
  INSLOPE EXCAVATION                      |                            |                            |
     LETTING DATE : 07/18/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 15
     LOCATION : LITCHFIELD                              TABULATION OF BIDS
                WEST GARDINER
                                            CONTRACT ID : 008471.00
                                                          =========

====================================================================================================================================
                                          |(   7  ) 000164             |(       )                   |(      )
                                          |C P M CONSTRUCTORS          |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0780 403.208                5150.000  MG  |      33.00000     169950.00|                            |
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
     SECTION TOTALS                       |             $  1,351,271.60|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,351,271.60|             $          0.00|              $
====================================================================================================================================