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     LETTING DATE : 08/01/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 1
     LOCATION : CLIFTON                                 TABULATION OF BIDS
                AMHERST
                                            CONTRACT ID : 008464.00
                                                          =========


   PROJECT(S):  NH-HP-8464(00)E         COUNTIE(S) : HANCOCK                     MAINE STATE DEPTARTMENT OF TRANSPORTATION

                                                     PENOBSCOT                   A TRUE COPY : __________________________

                                                                                       TITLE : __________________________

                                                                                 ATTEST : _______________________________
     CONTRACT DESCRIPTION : RURAL HIGHWAY CONSTRUCTION                                           NOTARY PUBLIC

  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000010         THOMAS DICENZO, INC.                                                   $  2,889,995.05     100.0000%
   2   000104         ROBERT WARDWELL & SONS, INC.                                           $  2,998,729.50     103.7624%
   3   000022         THE LANE CONSTRUCTION CORP.                                            $  3,152,972.53     109.0996%
   4   000855         BRIDGECORP                                                             $  3,175,102.83     109.8653%
   5   000036         H E SARGENT, INC.                                                      $  3,236,086.83     111.9755%
   6   000304         LOU SILVER INC.                                                        $  3,408,614.39     117.9453%
   7   001104         FUNDY CONTRACTORS, INC.                                                $  3,486,819.57     120.6514%
   8   000649         SARGENT & SARGENT, INC.                                                $  3,562,276.93     123.2624%
====================================================================================================================================
                                          |(   1  ) 000010             |(   2  ) 000104             |(   3  ) 000022
                                          |THOMAS DICENZO, INC.        |ROBERT WARDWELL & SONS, INC |THE LANE CONSTRUCTION CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.11                    7.000  HA  |    1000.00000       7000.00|    2000.00000      14000.00|    3000.00000       21000.00
  CLEARING                                |                            |                            |
0020 201.23                    1.000  EA  |    1000.00000       1000.00|     400.00000        400.00|     400.00000         400.00
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                    1.000  EA  |     200.00000        200.00|     300.00000        300.00|     300.00000         300.00
  REMOVING STUMP                          |                            |                            |
0040 202.08                           LUMP|    1000.00000       1000.00|    1000.00000       1000.00|    1000.00000        1000.00
  REMOVING BUILDING NO.: 1                |                            |                            |
0050 203.20               133749.000  M3  |       4.60000     615245.40|       7.00000     936243.00|       6.50000      869368.50
  COMMON EXCAVATION                       |                            |                            |
0060 203.21                 9100.000  M3  |      26.00000     236600.00|       7.00000      63700.00|      18.70000      170170.00
  ROCK EXCAVATION                         |                            |                            |
0070 203.242                3000.000  M3  |      10.00000      30000.00|      14.00000      42000.00|      14.00000       42000.00
  DIRTY BORROW                            |                            |                            |
0080 203.25                 1400.000  M3  |      10.00000      14000.00|      12.00000      16800.00|      12.00000       16800.00
  GRANULAR BORROW                         |                            |                            |
0090 203.27                 1450.000  M3  |      15.00000      21750.00|      27.00000      39150.00|      27.00000       39150.00
  ROCK BORROW                             |                            |                            |
     LETTING DATE : 08/01/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 2
     LOCATION : CLIFTON                                 TABULATION OF BIDS
                AMHERST
                                            CONTRACT ID : 008464.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000010             |(   2   ) 000104            |(   3  ) 000022
                                          |THOMAS DICENZO, INC.        |ROBERT WARDWELL & SONS, INC |THE LANE CONSTRUCTION CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 206.0619                 20.000  M3  |     200.00000       4000.00|      78.00000       1560.00|      78.00000        1560.00
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES - BELOW GRADE      |                            |                            |
0110 304.10                34250.000  M3  |      10.60000     363050.00|      11.87000     406547.50|      12.20000      417850.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0120 403.207               13800.000  MG  |      36.00000     496800.00|      33.20000     458160.00|      33.20000      458160.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0130 403.208                6025.000  MG  |      38.00000     228950.00|      35.60000     214490.00|      35.60000      214490.00
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
0140 403.209                  45.000  MG  |      80.00000       3600.00|      80.00000       3600.00|      80.00000        3600.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0150 403.213                3350.000  MG  |      38.00000     127300.00|      33.20000     111220.00|      33.20000      111220.00
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX     |                            |                            |
  SIZE - BASE                             |                            |                            |
0160 409.15                 8250.000  L   |       1.25000      10312.50|       1.20000       9900.00|       1.20000        9900.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0170 603.159                  23.800  M   |      80.00000       1904.00|      90.00000       2142.00|     100.00000        2380.00
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0180 603.16                  103.100  M   |      87.00000       8969.70|      90.00000       9279.00|      90.00000        9279.00
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0190 603.179                 226.300  M   |     107.00000      24214.10|     200.00000      45260.00|     200.00000       45260.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0200 603.199                 112.200  M   |     147.00000      16493.40|     230.00000      25806.00|     230.00000       25806.00
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0210 603.229                  49.200  M   |     250.00000      12300.00|     325.00000      15990.00|     325.00000       15990.00
  1050 MM CULVERT PIPE OPTION III         |                            |                            |
0220 603.239                  28.000  M   |     300.00000       8400.00|     410.00000      11480.00|     410.00000       11480.00
  1200 MM CULVERT PIPE OPTION III         |                            |                            |
0230 604.092                   8.000  EA  |    1500.00000      12000.00|    1470.00000      11760.00|    1470.00000       11760.00
  CATCH BASIN TYPE B1-C                   |                            |                            |
0240 606.23                 1592.580  M   |      33.50000      53351.43|      30.75000      48971.84|      31.00000       49369.98
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0250 606.232                  72.390  M   |      36.20000       2620.52|      34.50000       2497.46|      35.00000        2533.65
  GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS   |                            |                            |
0260 606.265                   5.000  EA  |      36.75000        183.75|      30.00000        150.00|      30.00000         150.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0270 606.35                   27.000  EA  |      31.50000        850.50|      30.00000        810.00|      30.00000         810.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0280 606.47                    3.000  EA  |      26.25000         78.75|      30.00000         90.00|      30.00000          90.00
  SINGLE WOOD POST                        |                            |                            |
     LETTING DATE : 08/01/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 3
     LOCATION : CLIFTON                                 TABULATION OF BIDS
                AMHERST
                                            CONTRACT ID : 008464.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000010             |(   2   ) 000104            |(   3  ) 000022
                                          |THOMAS DICENZO, INC.        |ROBERT WARDWELL & SONS, INC |THE LANE CONSTRUCTION CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 606.79                   11.000  EA  |    1600.00000      17600.00|    1095.00000      12045.00|    1095.00000       12045.00
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0300 609.31                  930.000  M   |      16.00000      14880.00|      12.00000      11160.00|      12.00000       11160.00
  CURB TYPE 3                             |                            |                            |
0310 610.08                  310.000  M3  |      26.50000       8215.00|      40.00000      12400.00|      40.00000       12400.00
  PLAIN RIPRAP                            |                            |                            |
0320 610.18                 1250.000  M3  |      26.50000      33125.00|      33.00000      41250.00|      33.00000       41250.00
  STONE DITCH PROTECTION                  |                            |                            |
0330 612.06                   30.000  M2  |       6.00000        180.00|       3.00000         90.00|       3.00000          90.00
  BITUMINOUS SEALING - BLACK              |                            |                            |
0340 613.319                3920.000  M2  |       1.50000       5880.00|       1.80000       7056.00|       1.80000        7056.00
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
0350 617.381                1500.000  M3  |      20.00000      30000.00|      36.00000      54000.00|      36.00000       54000.00
  WOOD WASTE EROSION CONTROL MIX          |                            |                            |
0360 618.1401                275.000  UN  |      15.00000       4125.00|      14.00000       3850.00|      14.00000        3850.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0370 618.1411                330.000  UN  |      25.20000       8316.00|      24.00000       7920.00|      24.00000        7920.00
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
0380 618.16                  440.000  KG  |      19.00000       8360.00|      18.00000       7920.00|      18.00000        7920.00
  CROWN VETCH SEED                        |                            |                            |
0390 618.20                   40.000  KG  |       2.50000        100.00|       2.00000         80.00|       2.00000          80.00
  ANNUAL RYE GRASS SEED                   |                            |                            |
0400 618.25                   10.000  M3  |      27.00000        270.00|      25.00000        250.00|      25.00000         250.00
  APPLIED WATER                           |                            |                            |
0410 619.1201                590.000  UN  |       7.90000       4661.00|       7.50000       4425.00|       7.50000        4425.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0420 620.58                 4810.000  M2  |       2.00000       9620.00|       2.00000       9620.00|       2.00000        9620.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0430 620.60                 3500.000  M2  |       5.15000      18025.00|       5.70000      19950.00|       5.70000       19950.00
  REINFORCEMENT GEOTEXTILE                |                            |                            |
0440 627.71                 6800.000  M   |       0.51000       3468.00|       0.49000       3332.00|       0.49000        3332.00
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
0450 627.73                 9700.000  M   |       0.62000       6014.00|       0.59000       5723.00|       0.49000        4753.00
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
0460 627.75                    5.000  M2  |      95.00000        475.00|      86.08000        430.40|      86.08000         430.40
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0470 627.78                29100.000  M   |       0.62000      18042.00|       0.59000      17169.00|       0.59000       17169.00
  TEMPORARY 100 MM PAINTED PAVEMENT       |                            |                            |
  MARKING LINE, WHITE OR YELLOW           |                            |                            |
0480 629.05                   40.000  MH  |      18.00000        720.00|      21.00000        840.00|      21.00000         840.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
     LETTING DATE : 08/01/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 4
     LOCATION : CLIFTON                                 TABULATION OF BIDS
                AMHERST
                                            CONTRACT ID : 008464.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000010             |(   2   ) 000104            |(   3  ) 000022
                                          |THOMAS DICENZO, INC.        |ROBERT WARDWELL & SONS, INC |THE LANE CONSTRUCTION CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 631.12                   40.000  HR  |      85.00000       3400.00|      80.00000       3200.00|      80.00000        3200.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0500 631.13                   10.000  HR  |      75.00000        750.00|      65.00000        650.00|      65.00000         650.00
  BULLDOZER (INCLUDING OPERATOR)          |                            |                            |
0510 631.14                   10.000  HR  |      75.00000        750.00|      90.00000        900.00|      90.00000         900.00
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0520 631.172                  40.000  HR  |      40.00000       1600.00|      42.00000       1680.00|      42.00000        1680.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0530 631.18                   10.000  HR  |      32.00000        320.00|      33.23000        332.30|      30.00000         300.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0540 637.071                          LUMP|   10000.00000      10000.00|   14000.00000      14000.00|   14000.00000       14000.00
  DUST CONTROL                            |                            |                            |
0550 639.18                    1.000  EA  |    6500.00000       6500.00|   10300.00000      10300.00|    6000.00000        6000.00
  FIELD OFFICE TYPE A                     |                            |                            |
0560 639.21                           LUMP|    3000.00000       3000.00|    4200.00000       4200.00|    3500.00000        3500.00
  TESTING FACILITIES SOILS                |                            |                            |
0570 652.31                   60.000  EA  |      35.00000       2100.00|      45.00000       2700.00|      15.00000         900.00
  TYPE I BARRICADE                        |                            |                            |
0580 652.311                  25.000  EA  |      35.00000        875.00|      45.00000       1125.00|      30.00000         750.00
  TYPE II BARRICADE                       |                            |                            |
0590 652.33                   75.000  EA  |      40.00000       3000.00|      75.00000       5625.00|      25.00000        1875.00
  DRUM                                    |                            |                            |
0600 652.34                  150.000  EA  |      20.00000       3000.00|      14.00000       2100.00|      12.00000        1800.00
  CONE                                    |                            |                            |
0610 652.35                  100.000  M2  |      90.00000       9000.00|      87.00000       8700.00|      86.00000        8600.00
  CONSTRUCTION SIGNS                      |                            |                            |
0620 652.36                  170.000  CD  |      60.00000      10200.00|     100.00000      17000.00|     120.00000       20400.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0630 652.38                 5000.000  MH  |      12.75000      63750.00|      12.53000      62650.00|      15.00000       75000.00
  FLAGGER                                 |                            |                            |
0640 659.10                           LUMP|  274500.00000     274500.00|  147000.00000     147000.00|  240000.00000      240000.00
  MOBILIZATION                            |                            |                            |
0650 660.21                 3000.000  MH  |       1.00000       3000.00|       1.25000       3750.00|       1.00000        3000.00
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  2,889,995.05|             $  2,998,729.50|              $  3,152,972.53
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,889,995.05|             $  2,998,729.50|              $  3,152,972.53
====================================================================================================================================
     LETTING DATE : 08/01/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 5
     LOCATION : CLIFTON                                 TABULATION OF BIDS
                AMHERST
                                            CONTRACT ID : 008464.00
                                                          =========

====================================================================================================================================
                                          |(   4  ) 000855             |(   5   ) 000036            |(   6  ) 000304
                                          |BRIDGECORP                  |H E SARGENT, INC.           |LOU SILVER 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                    7.000  HA  |     100.00000        700.00|     100.00000        700.00|    2750.00000       19250.00
  CLEARING                                |                            |                            |
0020 201.23                    1.000  EA  |     600.00000        600.00|     500.00000        500.00|     335.00000         335.00
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                    1.000  EA  |     250.00000        250.00|     500.00000        500.00|     140.00000         140.00
  REMOVING STUMP                          |                            |                            |
0040 202.08                           LUMP|       1.00000          1.00|    5000.00000       5000.00|    1500.00000        1500.00
  REMOVING BUILDING NO.: 1                |                            |                            |
0050 203.20               133749.000  M3  |       5.25000     702182.25|       6.00000     802494.00|       6.32000      845293.68
  COMMON EXCAVATION                       |                            |                            |
0060 203.21                 9100.000  M3  |      21.00000     191100.00|      20.00000     182000.00|      31.00000      282100.00
  ROCK EXCAVATION                         |                            |                            |
0070 203.242                3000.000  M3  |      10.00000      30000.00|      14.00000      42000.00|      14.00000       42000.00
  DIRTY BORROW                            |                            |                            |
0080 203.25                 1400.000  M3  |       6.00000       8400.00|       8.00000      11200.00|      13.65000       19110.00
  GRANULAR BORROW                         |                            |                            |
0090 203.27                 1450.000  M3  |      10.00000      14500.00|       3.00000       4350.00|       7.00000       10150.00
  ROCK BORROW                             |                            |                            |
0100 206.0619                 20.000  M3  |      30.00000        600.00|       8.00000        160.00|      77.75000        1555.00
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES - BELOW GRADE      |                            |                            |
0110 304.10                34250.000  M3  |      12.00000     411000.00|      13.00000     445250.00|      16.00000      548000.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0120 403.207               13800.000  MG  |      34.00000     469200.00|      33.20000     458160.00|      33.20000      458160.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0130 403.208                6025.000  MG  |      36.00000     216900.00|      35.60000     214490.00|      35.60000      214490.00
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
0140 403.209                  45.000  MG  |     150.00000       6750.00|      80.00000       3600.00|      80.00000        3600.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0150 403.213                3350.000  MG  |      34.00000     113900.00|      33.20000     111220.00|      33.20000      111220.00
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX     |                            |                            |
  SIZE - BASE                             |                            |                            |
0160 409.15                 8250.000  L   |       1.50000      12375.00|       1.20000       9900.00|       1.20000        9900.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0170 603.159                  23.800  M   |      75.00000       1785.00|      81.00000       1927.80|     285.00000        6783.00
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0180 603.16                  103.100  M   |      90.00000       9279.00|      84.00000       8660.40|      49.00000        5051.90
  375 MM CULVERT PIPE OPTION I            |                            |                            |
     LETTING DATE : 08/01/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 6
     LOCATION : CLIFTON                                 TABULATION OF BIDS
                AMHERST
                                            CONTRACT ID : 008464.00
                                                          =========

====================================================================================================================================
                                          |(   4  ) 000855             |(   5   ) 000036            |(   6  ) 000304
                                          |BRIDGECORP                  |H E SARGENT, INC.           |LOU SILVER INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 603.179                 226.300  M   |     160.00000      36208.00|      98.00000      22177.40|     135.00000       30550.50
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0200 603.199                 112.200  M   |     170.00000      19074.00|     117.00000      13127.40|      96.65000       10844.13
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0210 603.229                  49.200  M   |     400.00000      19680.00|     231.00000      11365.20|     285.00000       14022.00
  1050 MM CULVERT PIPE OPTION III         |                            |                            |
0220 603.239                  28.000  M   |     450.00000      12600.00|     277.00000       7756.00|     260.00000        7280.00
  1200 MM CULVERT PIPE OPTION III         |                            |                            |
0230 604.092                   8.000  EA  |    1650.00000      13200.00|    1700.00000      13600.00|    1110.00000        8880.00
  CATCH BASIN TYPE B1-C                   |                            |                            |
0240 606.23                 1592.580  M   |      40.00000      63703.20|      31.00000      49369.98|      33.00000       52555.14
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0250 606.232                  72.390  M   |      42.00000       3040.38|      35.00000       2533.65|      36.00000        2606.04
  GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS   |                            |                            |
0260 606.265                   5.000  EA  |      42.00000        210.00|      30.00000        150.00|      40.00000         200.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0270 606.35                   27.000  EA  |      36.00000        972.00|      30.00000        810.00|      35.00000         945.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0280 606.47                    3.000  EA  |      30.00000         90.00|      30.00000         90.00|      30.00000          90.00
  SINGLE WOOD POST                        |                            |                            |
0290 606.79                   11.000  EA  |    1900.00000      20900.00|    1100.00000      12100.00|    1550.00000       17050.00
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0300 609.31                  930.000  M   |      19.00000      17670.00|      12.00000      11160.00|      12.00000       11160.00
  CURB TYPE 3                             |                            |                            |
0310 610.08                  310.000  M3  |      80.00000      24800.00|      46.00000      14260.00|      44.00000       13640.00
  PLAIN RIPRAP                            |                            |                            |
0320 610.18                 1250.000  M3  |      40.00000      50000.00|      46.00000      57500.00|      32.00000       40000.00
  STONE DITCH PROTECTION                  |                            |                            |
0330 612.06                   30.000  M2  |       9.60000        288.00|       3.00000         90.00|       3.00000          90.00
  BITUMINOUS SEALING - BLACK              |                            |                            |
0340 613.319                3920.000  M2  |       2.00000       7840.00|       2.00000       7840.00|       1.40000        5488.00
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
0350 617.381                1500.000  M3  |      20.00000      30000.00|      45.00000      67500.00|      33.00000       49500.00
  WOOD WASTE EROSION CONTROL MIX          |                            |                            |
0360 618.1401                275.000  UN  |      17.00000       4675.00|      14.00000       3850.00|      15.00000        4125.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0370 618.1411                330.000  UN  |      30.00000       9900.00|      40.00000      13200.00|      40.00000       13200.00
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
0380 618.16                  440.000  KG  |      22.00000       9680.00|      39.00000      17160.00|      40.00000       17600.00
  CROWN VETCH SEED                        |                            |                            |
     LETTING DATE : 08/01/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 7
     LOCATION : CLIFTON                                 TABULATION OF BIDS
                AMHERST
                                            CONTRACT ID : 008464.00
                                                          =========

====================================================================================================================================
                                          |(   4  ) 000855             |(   5   ) 000036            |(   6  ) 000304
                                          |BRIDGECORP                  |H E SARGENT, INC.           |LOU SILVER INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 618.20                   40.000  KG  |       2.50000        100.00|       1.50000         60.00|       1.75000          70.00
  ANNUAL RYE GRASS SEED                   |                            |                            |
0400 618.25                   10.000  M3  |      30.00000        300.00|      35.00000        350.00|      70.00000         700.00
  APPLIED WATER                           |                            |                            |
0410 619.1201                590.000  UN  |       9.00000       5310.00|       8.00000       4720.00|       7.50000        4425.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0420 620.58                 4810.000  M2  |       3.00000      14430.00|       1.50000       7215.00|       2.50000       12025.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0430 620.60                 3500.000  M2  |       6.00000      21000.00|       4.00000      14000.00|       3.00000       10500.00
  REINFORCEMENT GEOTEXTILE                |                            |                            |
0440 627.71                 6800.000  M   |       0.60000       4080.00|       0.50000       3400.00|       0.50000        3400.00
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
0450 627.73                 9700.000  M   |       0.75000       7275.00|       0.50000       4850.00|       0.50000        4850.00
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
0460 627.75                    5.000  M2  |     110.00000        550.00|      93.00000        465.00|      90.00000         450.00
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0470 627.78                29100.000  M   |       0.75000      21825.00|       0.50000      14550.00|       0.50000       14550.00
  TEMPORARY 100 MM PAINTED PAVEMENT       |                            |                            |
  MARKING LINE, WHITE OR YELLOW           |                            |                            |
0480 629.05                   40.000  MH  |      22.00000        880.00|      25.00000       1000.00|      19.00000         760.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0490 631.12                   40.000  HR  |     105.00000       4200.00|     100.00000       4000.00|      80.00000        3200.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0500 631.13                   10.000  HR  |      85.00000        850.00|     100.00000       1000.00|     100.00000        1000.00
  BULLDOZER (INCLUDING OPERATOR)          |                            |                            |
0510 631.14                   10.000  HR  |     100.00000       1000.00|     120.00000       1200.00|      75.00000         750.00
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0520 631.172                  40.000  HR  |      45.00000       1800.00|      45.00000       1800.00|      44.00000        1760.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0530 631.18                   10.000  HR  |      30.00000        300.00|      30.00000        300.00|      23.50000         235.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0540 637.071                          LUMP|   25000.00000      25000.00|   75500.00000      75500.00|   23000.00000       23000.00
  DUST CONTROL                            |                            |                            |
0550 639.18                    1.000  EA  |    8000.00000       8000.00|    8500.00000       8500.00|    8000.00000        8000.00
  FIELD OFFICE TYPE A                     |                            |                            |
0560 639.21                           LUMP|    1000.00000       1000.00|    2000.00000       2000.00|   10000.00000       10000.00
  TESTING FACILITIES SOILS                |                            |                            |
0570 652.31                   60.000  EA  |      70.00000       4200.00|     100.00000       6000.00|     100.00000        6000.00
  TYPE I BARRICADE                        |                            |                            |
     LETTING DATE : 08/01/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 8
     LOCATION : CLIFTON                                 TABULATION OF BIDS
                AMHERST
                                            CONTRACT ID : 008464.00
                                                          =========

====================================================================================================================================
                                          |(   4  ) 000855             |(   5   ) 000036            |(   6  ) 000304
                                          |BRIDGECORP                  |H E SARGENT, INC.           |LOU SILVER INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0580 652.311                  25.000  EA  |      80.00000       2000.00|     100.00000       2500.00|      90.00000        2250.00
  TYPE II BARRICADE                       |                            |                            |
0590 652.33                   75.000  EA  |      70.00000       5250.00|      95.00000       7125.00|      75.00000        5625.00
  DRUM                                    |                            |                            |
0600 652.34                  150.000  EA  |      20.00000       3000.00|      30.00000       4500.00|      25.00000        3750.00
  CONE                                    |                            |                            |
0610 652.35                  100.000  M2  |     105.00000      10500.00|      50.00000       5000.00|     125.00000       12500.00
  CONSTRUCTION SIGNS                      |                            |                            |
0620 652.36                  170.000  CD  |      60.00000      10200.00|     210.00000      35700.00|      75.00000       12750.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0630 652.38                 5000.000  MH  |      11.00000      55000.00|      15.00000      75000.00|      13.00000       65000.00
  FLAGGER                                 |                            |                            |
0640 659.10                           LUMP|  430000.00000     430000.00|  324600.00000     324600.00|  277600.00000      277600.00
  MOBILIZATION                            |                            |                            |
0650 660.21                 3000.000  MH  |       1.00000       3000.00|       1.00000       3000.00|      15.00000       45000.00
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  3,175,102.83|             $  3,236,086.83|              $  3,408,614.39
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  3,175,102.83|             $  3,236,086.83|              $  3,408,614.39
====================================================================================================================================
     LETTING DATE : 08/01/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 9
     LOCATION : CLIFTON                                 TABULATION OF BIDS
                AMHERST
                                            CONTRACT ID : 008464.00
                                                          =========

====================================================================================================================================
                                          |(   7  ) 001104             |(   8   ) 000649            |(      )
                                          |FUNDY CONTRACTORS, INC.     |SARGENT & 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                    7.000  HA  |    3000.00000      21000.00|     500.00000       3500.00|
  CLEARING                                |                            |                            |
0020 201.23                    1.000  EA  |     300.00000        300.00|     250.00000        250.00|
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                    1.000  EA  |     300.00000        300.00|     250.00000        250.00|
  REMOVING STUMP                          |                            |                            |
0040 202.08                           LUMP|    3180.00000       3180.00|    1500.00000       1500.00|
  REMOVING BUILDING NO.: 1                |                            |                            |
0050 203.20               133749.000  M3  |       5.40000     722244.60|       8.75000    1170303.75|
  COMMON EXCAVATION                       |                            |                            |
0060 203.21                 9100.000  M3  |      30.00000     273000.00|       8.75000      79625.00|
  ROCK EXCAVATION                         |                            |                            |
0070 203.242                3000.000  M3  |      25.55000      76650.00|      15.00000      45000.00|
  DIRTY BORROW                            |                            |                            |
0080 203.25                 1400.000  M3  |      13.12000      18368.00|      15.00000      21000.00|
  GRANULAR BORROW                         |                            |                            |
0090 203.27                 1450.000  M3  |      11.61000      16834.50|      10.00000      14500.00|
  ROCK BORROW                             |                            |                            |
0100 206.0619                 20.000  M3  |     426.62000       8532.40|      75.00000       1500.00|
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES - BELOW GRADE      |                            |                            |
0110 304.10                34250.000  M3  |      12.73000     436002.50|      16.00000     548000.00|
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0120 403.207               13800.000  MG  |      41.59000     573942.00|      34.00000     469200.00|
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0130 403.208                6025.000  MG  |      41.65000     250941.25|      37.00000     222925.00|
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
0140 403.209                  45.000  MG  |      93.59000       4211.55|      80.00000       3600.00|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0150 403.213                3350.000  MG  |      39.26000     131521.00|      34.00000     113900.00|
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX     |                            |                            |
  SIZE - BASE                             |                            |                            |
0160 409.15                 8250.000  L   |       1.40000      11550.00|       1.20000       9900.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0170 603.159                  23.800  M   |     135.00000       3213.00|      80.00000       1904.00|
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0180 603.16                  103.100  M   |     100.00000      10310.00|      70.00000       7217.00|
  375 MM CULVERT PIPE OPTION I            |                            |                            |
     LETTING DATE : 08/01/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 10
     LOCATION : CLIFTON                                 TABULATION OF BIDS
                AMHERST
                                            CONTRACT ID : 008464.00
                                                          =========

====================================================================================================================================
                                          |(   7  ) 001104             |(   8   ) 000649            |(      )
                                          |FUNDY CONTRACTORS, INC.     |SARGENT & SARGENT, INC.     |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 603.179                 226.300  M   |     100.00000      22630.00|     100.00000      22630.00|
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0200 603.199                 112.200  M   |     120.00000      13464.00|     130.00000      14586.00|
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0210 603.229                  49.200  M   |     255.00000      12546.00|     250.00000      12300.00|
  1050 MM CULVERT PIPE OPTION III         |                            |                            |
0220 603.239                  28.000  M   |     362.00000      10136.00|     300.00000       8400.00|
  1200 MM CULVERT PIPE OPTION III         |                            |                            |
0230 604.092                   8.000  EA  |    2500.00000      20000.00|    1500.00000      12000.00|
  CATCH BASIN TYPE B1-C                   |                            |                            |
0240 606.23                 1592.580  M   |      37.25000      59323.61|      33.00000      52555.14|
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0250 606.232                  72.390  M   |      40.68000       2944.83|      36.00000       2606.04|
  GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS   |                            |                            |
0260 606.265                   5.000  EA  |      40.95000        204.75|      35.00000        175.00|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0270 606.35                   27.000  EA  |      35.10000        947.70|      30.00000        810.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0280 606.47                    3.000  EA  |      29.25000         87.75|      25.00000         75.00|
  SINGLE WOOD POST                        |                            |                            |
0290 606.79                   11.000  EA  |    1784.08000      19624.88|    1650.00000      18150.00|
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0300 609.31                  930.000  M   |      14.04000      13057.20|      15.00000      13950.00|
  CURB TYPE 3                             |                            |                            |
0310 610.08                  310.000  M3  |      27.00000       8370.00|      40.00000      12400.00|
  PLAIN RIPRAP                            |                            |                            |
0320 610.18                 1250.000  M3  |      38.60000      48250.00|      30.00000      37500.00|
  STONE DITCH PROTECTION                  |                            |                            |
0330 612.06                   30.000  M2  |       3.50000        105.00|       3.00000         90.00|
  BITUMINOUS SEALING - BLACK              |                            |                            |
0340 613.319                3920.000  M2  |       2.20000       8624.00|       2.00000       7840.00|
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
0350 617.381                1500.000  M3  |      28.00000      42000.00|      30.00000      45000.00|
  WOOD WASTE EROSION CONTROL MIX          |                            |                            |
0360 618.1401                275.000  UN  |      16.38000       4504.50|      14.00000       3850.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0370 618.1411                330.000  UN  |      46.74000      15424.20|      24.00000       7920.00|
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
0380 618.16                  440.000  KG  |      45.63000      20077.20|      18.00000       7920.00|
  CROWN VETCH SEED                        |                            |                            |
     LETTING DATE : 08/01/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 11
     LOCATION : CLIFTON                                 TABULATION OF BIDS
                AMHERST
                                            CONTRACT ID : 008464.00
                                                          =========

====================================================================================================================================
                                          |(   7  ) 001104             |(   8   ) 000649            |(      )
                                          |FUNDY CONTRACTORS, INC.     |SARGENT & SARGENT, INC.     |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 618.20                   40.000  KG  |       1.76000         70.40|       2.00000         80.00|
  ANNUAL RYE GRASS SEED                   |                            |                            |
0400 618.25                   10.000  M3  |      44.14000        441.40|      25.00000        250.00|
  APPLIED WATER                           |                            |                            |
0410 619.1201                590.000  UN  |       9.36000       5522.40|       8.00000       4720.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0420 620.58                 4810.000  M2  |       2.35000      11303.50|       2.50000      12025.00|
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0430 620.60                 3500.000  M2  |       4.31000      15085.00|       3.00000      10500.00|
  REINFORCEMENT GEOTEXTILE                |                            |                            |
0440 627.71                 6800.000  M   |       0.57000       3876.00|       0.50000       3400.00|
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
0450 627.73                 9700.000  M   |       0.69000       6693.00|       0.60000       5820.00|
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
0460 627.75                    5.000  M2  |     100.70000        503.50|      90.00000        450.00|
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0470 627.78                29100.000  M   |       0.69000      20079.00|       0.60000      17460.00|
  TEMPORARY 100 MM PAINTED PAVEMENT       |                            |                            |
  MARKING LINE, WHITE OR YELLOW           |                            |                            |
0480 629.05                   40.000  MH  |      21.02000        840.80|      30.00000       1200.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0490 631.12                   40.000  HR  |     135.07000       5402.80|      85.00000       3400.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0500 631.13                   10.000  HR  |      99.98000        999.80|      85.00000        850.00|
  BULLDOZER (INCLUDING OPERATOR)          |                            |                            |
0510 631.14                   10.000  HR  |     123.37000       1233.70|      90.00000        900.00|
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0520 631.172                  40.000  HR  |      70.73000       2829.20|      50.00000       2000.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0530 631.18                   10.000  HR  |      35.63000        356.30|      34.00000        340.00|
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0540 637.071                          LUMP|   58500.00000      58500.00|   50000.00000      50000.00|
  DUST CONTROL                            |                            |                            |
0550 639.18                    1.000  EA  |    7020.00000       7020.00|    2500.00000       2500.00|
  FIELD OFFICE TYPE A                     |                            |                            |
0560 639.21                           LUMP|   11700.00000      11700.00|    5000.00000       5000.00|
  TESTING FACILITIES SOILS                |                            |                            |
0570 652.31                   60.000  EA  |      82.00000       4920.00|      30.00000       1800.00|
  TYPE I BARRICADE                        |                            |                            |
     LETTING DATE : 08/01/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 12
     LOCATION : CLIFTON                                 TABULATION OF BIDS
                AMHERST
                                            CONTRACT ID : 008464.00
                                                          =========

====================================================================================================================================
                                          |(   7  ) 001104             |(   8   ) 000649            |(      )
                                          |FUNDY CONTRACTORS, INC.     |SARGENT & SARGENT, INC.     |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0580 652.311                  25.000  EA  |      88.00000       2200.00|      30.00000        750.00|
  TYPE II BARRICADE                       |                            |                            |
0590 652.33                   75.000  EA  |      70.00000       5250.00|      30.00000       2250.00|
  DRUM                                    |                            |                            |
0600 652.34                  150.000  EA  |      25.00000       3750.00|      15.00000       2250.00|
  CONE                                    |                            |                            |
0610 652.35                  100.000  M2  |      82.00000       8200.00|      50.00000       5000.00|
  CONSTRUCTION SIGNS                      |                            |                            |
0620 652.36                  170.000  CD  |     108.00000      18360.00|      50.00000       8500.00|
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0630 652.38                 5000.000  MH  |      14.33000      71650.00|      14.00000      70000.00|
  FLAGGER                                 |                            |                            |
0640 659.10                           LUMP|  332610.35000     332610.35|  350000.00000     350000.00|
  MOBILIZATION                            |                            |                            |
0650 660.21                 3000.000  MH  |       1.00000       3000.00|       2.00000       6000.00|
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  3,486,819.57|             $  3,562,276.93|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  3,486,819.57|             $  3,562,276.93|              $
====================================================================================================================================