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     LETTING DATE : 04/16/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/16/03
                                                                                                                   PAGE : 1
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 009178.00                                     COMPLETION DATE : 09/27/03
                                                           =========
   PROJECT(S):  AC-STP-9178(00)X        LOCATION(S): Livermore-Livermore Falls      MAINE STATE DEPARTMENT OF TRANSPORTATION
                NH-1070(900)E                        LIVERMORE - LIVERMORE FALLS
                STP-A120(900)X                       Rt. 4 & 17 Guardrail          A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  CHIP                                                                          NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000403         PRATT & SONS INC.                                                      $  2,299,126.96     100.0000%
   2   000059         PIKE INDUSTRIES, INC.                                                  $  2,524,145.60     109.7871%
   3   000272         A & V CONSTRUCTION, CORP.                                              $  3,122,322.92     135.8047%
====================================================================================================================================
                                          |(   1  ) 000403             |(   2  ) 000059             |(   3  ) 000272
                                          |PRATT & SONS INC.           |PIKE INDUSTRIES, INC.       |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.11                    0.750  HA  |    7000.00000       5250.00|    7000.00000       5250.00|   13700.00000       10275.00
  CLEARING                                |                            |                            |
0020 201.23                   15.000  EA  |     450.00000       6750.00|     500.00000       7500.00|    1400.00000       21000.00
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                   15.000  EA  |     175.00000       2625.00|     200.00000       3000.00|     275.00000        4125.00
  REMOVING STUMP                          |                            |                            |
0040 202.203                1950.000  M2  |      19.00000      37050.00|      18.50000      36075.00|      39.00000       76050.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0050 203.20                 5225.000  M3  |      17.50000      91437.50|      17.50000      91437.50|      20.00000      104500.00
  COMMON EXCAVATION                       |                            |                            |
0060 203.21                 3100.000  M3  |      25.00000      77500.00|      27.00000      83700.00|      30.00000       93000.00
  ROCK EXCAVATION                         |                            |                            |
0070 204.41                10300.000  M2  |       5.00000      51500.00|       5.50000      56650.00|       7.50000       77250.00
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0080 206.07                  350.000  M3  |     112.00000      39200.00|     125.00000      43750.00|     120.00000       42000.00
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0090 211.21                 2150.000  M   |       8.20000      17630.00|       9.00000      19350.00|      17.00000       36550.00
  INSLOPE REHABILITATION                  |                            |                            |
0100 211.30                 1950.000  M   |      10.00000      19500.00|      10.50000      20475.00|      21.00000       40950.00
  DITCH EXCAVATION                        |                            |                            |
0110 211.40                  825.000  M   |      15.00000      12375.00|      15.75000      12993.75|      31.00000       25575.00
  NEW DITCH EXCAVATION                    |                            |                            |
     LETTING DATE : 04/16/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/16/03
                                                                                                                   PAGE : 2
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 009178.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000403             |(   2   ) 000059            |(   3  ) 000272
                                          |PRATT & SONS INC.           |PIKE INDUSTRIES, INC.       |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 211.41                  175.000  M   |     158.00000      27650.00|     175.00000      30625.00|      82.00000       14350.00
  NEW DITCH EXCAVATION - LEDGE            |                            |                            |
0130 304.103                 500.000  M3  |      28.00000      14000.00|      32.00000      16000.00|      40.00000       20000.00
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                            |                            |
  MEASURE)                                |                            |                            |
0140 304.104                7450.000  M3  |      21.00000     156450.00|      24.00000     178800.00|      29.00000      216050.00
  AGGREGATE SUBBASE COURSE - GRAVEL (PLAN |                            |                            |
  QUANTITY)                               |                            |                            |
0150 310.13                21050.000  M2  |       6.90000     145245.00|       6.50000     136825.00|      10.00000      210500.00
  PLANT MIX RECYCLED ASPHALT PAVEMENT     |                            |                            |
0160 403.209                 680.000  MG  |      85.00000      57800.00|      85.00000      57800.00|      93.00000       63240.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0170 403.210                7725.000  MG  |      45.00000     347625.00|      45.00000     347625.00|      46.00000      355350.00
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0180 403.211                3500.000  MG  |      45.00000     157500.00|      45.00000     157500.00|      47.00000      164500.00
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0190 403.213                3500.000  MG  |      40.00000     140000.00|      40.00000     140000.00|      45.00000      157500.00
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0200 409.15                16075.000  L   |       2.00000      32150.00|       2.00000      32150.00|       1.20000       19290.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0210 411.10                  250.000  M3  |      46.00000      11500.00|      47.50000      11875.00|      55.00000       13750.00
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0220 603.16                  201.300  M   |      51.00000      10266.30|      52.50000      10568.25|      98.00000       19727.40
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0230 603.169                   8.000  M   |     310.00000       2480.00|     315.00000       2520.00|     190.00000        1520.00
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0240 603.17                  170.800  M   |      65.00000      11102.00|      67.50000      11529.00|     120.00000       20496.00
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0250 603.179                 213.100  M   |     140.00000      29834.00|     150.00000      31965.00|     230.00000       49013.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0260 603.19                   87.700  M   |      92.00000       8068.40|      90.00000       7893.00|     150.00000       13155.00
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0270 603.199                  35.200  M   |     245.00000       8624.00|     265.00000       9328.00|     430.00000       15136.00
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0280 603.255                   8.600  M   |    1375.00000      11825.00|    1525.00000      13115.00|    1700.00000       14620.00
  1500 MM RCP CLASS III                   |                            |                            |
0290 604.092                  10.000  EA  |    2100.00000      21000.00|    2300.00000      23000.00|    2500.00000       25000.00
  CATCH BASIN TYPE B1-C                   |                            |                            |
0300 604.161                   4.000  EA  |     650.00000       2600.00|     685.00000       2740.00|    1300.00000        5200.00
  ALTERING CATCH BASIN                    |                            |                            |
     LETTING DATE : 04/16/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/16/03
                                                                                                                   PAGE : 3
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 009178.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000403             |(   2   ) 000059            |(   3  ) 000272
                                          |PRATT & SONS INC.           |PIKE INDUSTRIES, INC.       |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 604.167                  19.000  EA  |     140.00000       2660.00|     145.00000       2755.00|     730.00000       13870.00
  ALTER CATCH BASIN GRATE TO CASCADE      |                            |                            |
0320 604.18                    1.000  EA  |     450.00000        450.00|     475.00000        475.00|     800.00000         800.00
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0330 605.09                 1220.000  M   |      88.00000     107360.00|      92.50000     112850.00|     100.00000      122000.00
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0340 605.10                   20.000  M   |      65.00000       1300.00|      70.00000       1400.00|      90.00000        1800.00
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0350 605.12                   95.000  M   |     106.00000      10070.00|     120.00000      11400.00|     190.00000       18050.00
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0360 605.13                   55.000  M   |     114.00000       6270.00|     125.00000       6875.00|     250.00000       13750.00
  450 MM UNDERDRAIN TYPE C                |                            |                            |
0370 605.15                   65.000  M   |     150.00000       9750.00|     162.50000      10562.50|     330.00000       21450.00
  600 MM UNDERDRAIN TYPE C                |                            |                            |
0380 606.17                  480.000  M   |      30.00000      14400.00|      30.00000      14400.00|      29.00000       13920.00
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0390 606.1721                  2.000  EA  |    1450.00000       2900.00|    1800.00000       3600.00|    1000.00000        2000.00
  BRIDGE TRANSITION - TYPE 1              |                            |                            |
0400 606.21                   15.240  M   |      33.00000        502.92|      32.50000        495.30|      32.00000         487.68
  GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES |                            |                            |
0410 606.22                   15.240  M   |      33.00000        502.92|      32.50000        495.30|      32.00000         487.68
  GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS   |                            |                            |
0420 606.23                 1225.000  M   |      28.00000      34300.00|      28.00000      34300.00|      27.00000       33075.00
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0430 606.231                  46.000  M   |      32.00000       1472.00|      31.00000       1426.00|      31.00000        1426.00
  GUARDRAIL TYPE 3C - 4.5 M RADIUS AND    |                            |                            |
  LESS                                    |                            |                            |
0440 606.232                  73.000  M   |      32.00000       2336.00|      31.00000       2263.00|      31.00000        2263.00
  GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS   |                            |                            |
0450 606.265                  20.000  EA  |      53.00000       1060.00|      52.50000       1050.00|      50.00000        1000.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0460 606.35                   80.000  EA  |      26.00000       2080.00|      27.00000       2160.00|      25.00000        2000.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0470 606.65                  121.920  M   |      76.00000       9265.92|      75.00000       9144.00|      73.00000        8900.16
  GUARDRAIL THRIE BEAM - SINGLE RAIL      |                            |                            |
0480 606.70                    2.000  EA  |     220.00000        440.00|     210.00000        420.00|     200.00000         400.00
  TRANSITION SECTION THRIE BEAM           |                            |                            |
0490 606.752                  12.000  EA  |     750.00000       9000.00|     800.00000       9600.00|    2200.00000       26400.00
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
     LETTING DATE : 04/16/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/16/03
                                                                                                                   PAGE : 4
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 009178.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000403             |(   2   ) 000059            |(   3  ) 000272
                                          |PRATT & SONS INC.           |PIKE INDUSTRIES, INC.       |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 606.754                  10.000  EA  |     650.00000       6500.00|     750.00000       7500.00|    2200.00000       22000.00
  WIDEN SHOULDER FOR 350 END TREATMENT    |                            |                            |
0510 606.76                   12.000  EA  |    1500.00000      18000.00|    1500.00000      18000.00|    1400.00000       16800.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0520 606.79                   10.000  EA  |    1900.00000      19000.00|    1900.00000      19000.00|    1800.00000       18000.00
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0530 609.31                 1800.000  M   |      20.00000      36000.00|      18.00000      32400.00|      19.00000       34200.00
  CURB TYPE 3                             |                            |                            |
0540 610.08                  200.000  M3  |      44.00000       8800.00|      46.00000       9200.00|      80.00000       16000.00
  PLAIN RIPRAP                            |                            |                            |
0550 610.18                  450.000  M3  |      44.00000      19800.00|      46.00000      20700.00|      60.00000       27000.00
  STONE DITCH PROTECTION                  |                            |                            |
0560 613.319               11000.000  M2  |       1.75000      19250.00|       2.00000      22000.00|       6.10000       67100.00
  EROSION CONTROL BLANKET                 |                            |                            |
0570 618.1401                700.000  UN  |      14.00000       9800.00|      14.00000       9800.00|      13.00000        9100.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0580 619.1201                700.000  UN  |       6.00000       4200.00|       7.00000       4900.00|       7.00000        4900.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0590 619.1401                250.000  M3  |      44.00000      11000.00|      45.00000      11250.00|      56.00000       14000.00
  EROSION CONTROL MIX                     |                            |                            |
0600 620.58                 1860.000  M2  |       2.00000       3720.00|       2.25000       4185.00|       6.10000       11346.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0610 627.76                           LUMP|   16000.00000      16000.00|    9500.00000       9500.00|   15000.00000       15000.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0620 629.05                  100.000  HR  |      36.00000       3600.00|      40.00000       4000.00|      35.00000        3500.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0630 631.12                  125.000  HR  |     100.00000      12500.00|     135.00000      16875.00|     120.00000       15000.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0640 631.14                   50.000  HR  |     185.00000       9250.00|     195.00000       9750.00|      95.00000        4750.00
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0650 631.172                 350.000  HR  |      46.00000      16100.00|      50.00000      17500.00|      55.00000       19250.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0660 631.18                   25.000  HR  |      38.00000        950.00|      45.00000       1125.00|      45.00000        1125.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0670 631.22                   50.000  HR  |      75.00000       3750.00|      85.00000       4250.00|      90.00000        4500.00
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
0680 631.32                   20.000  HR  |     125.00000       2500.00|     275.00000       5500.00|     180.00000        3600.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0690 639.19                    1.000  EA  |    4700.00000       4700.00|    8500.00000       8500.00|   14000.00000       14000.00
  FIELD OFFICE TYPE B                     |                            |                            |
     LETTING DATE : 04/16/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/16/03
                                                                                                                   PAGE : 5
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 009178.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000403             |(   2   ) 000059            |(   3  ) 000272
                                          |PRATT & SONS INC.           |PIKE INDUSTRIES, INC.       |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0700 652.38                 6050.000  HR  |      13.00000      78650.00|      15.00000      90750.00|      16.00000       96800.00
  FLAGGER                                 |                            |                            |
0710 652.39                           LUMP|   34000.00000      34000.00|   89500.00000      89500.00|   50000.00000       50000.00
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0720 656.75                           LUMP|   24400.00000      24400.00|   31500.00000      31500.00|   90600.00000       90600.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0730 659.10                           LUMP|  164000.00000     164000.00|  248750.00000     248750.00|  350000.00000      350000.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $  2,299,126.96|             $  2,524,145.60|              $  3,122,322.92
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,299,126.96|             $  2,524,145.60|              $  3,122,322.92
====================================================================================================================================