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     LETTING DATSTP-9156(00)X                    MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 1
     LOCATION : AUBURN                                  TABULATION OF BIDS

                                            CONTRACT ID : 009114.00
                                                          =========

                                        COMPLETION DATE : 10/20/01

   PROJECT(S):  NH-9114(00)E            COUNTIE(S) : ANDROSCOGGIN                MAINE STATE DEPTARTMENT OF TRANSPORTATION

                                                                                 A TRUE COPY : __________________________

                                                                                       TITLE : __________________________

     CONTRACT DESCRIPTION : LEVEL II RESURFACING                                 ATTEST : _______________________________
                                                                                                 NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000403         PRATT & SONS INC.                                                      $    642,897.75     100.0000%
====================================================================================================================================
                                          |(   1  ) 000403             |(      )                    |(      )
                                          |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 202.118                  27.000  LS  |    4000.00000       4000.00|                            |
  REMOVING EXISTING CONCRETE              |                            |                            |
0020 202.129                          LUMP|    4000.00000       4000.00|                            |
  REMOVE EXISTING WOODEN SIDEWALK BRIDGE  |                            |                            |
0030 202.202               21066.000  M2  |       3.25000      68464.50|                            |
  REMOVING PAVEMENT SURFACE               |                            |                            |
0040 202.203                  85.000  M2  |      25.00000       2125.00|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0050 203.25                   39.000  M3  |      27.00000       1053.00|                            |
  GRANULAR BORROW                         |                            |                            |
0060 304.10                   20.000  M3  |      40.00000        800.00|                            |
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0070 403.207                 250.000  MG  |      45.00000      11250.00|                            |
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0080 403.208                2050.000  MG  |      45.00000      92250.00|                            |
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
0090 403.209                 370.000  MG  |      90.00000      33300.00|                            |
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0100 409.15                 3925.000  L   |       0.80000       3140.00|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0110 502.219                   4.000  LS  |   20000.00000      20000.00|                            |
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
     LETTING DATE : 07/11/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 2
     LOCATION : AUBURN                                  TABULATION OF BIDS

                                            CONTRACT ID : 009114.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000403             |(       )                   |(      )
                                          |PRATT & SONS INC.           |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 502.41                    8.000  M3  |    1200.00000       9600.00|                            |
  STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB |                            |                            |
0130 503.12                  570.000  KG  |       2.00000       1140.00|                            |
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0140 503.13                  570.000  KG  |       2.00000       1140.00|                            |
  REINFORCING STEEL, PLACING              |                            |                            |
0150 504.70                  860.000  LS  |    7000.00000       7000.00|                            |
  STRUCTURAL STEEL FABRICATED AND         |                            |                            |
  DELIVERED                               |                            |                            |
0160 504.71                  860.000  LS  |    2500.00000       2500.00|                            |
  STRUCTURAL STEEL ERECTION               |                            |                            |
0170 508.13                  143.000  LS  |    3000.00000       3000.00|                            |
  MEMBRANE WATERPROOFING                  |                            |                            |
0180 514.06                    1.000  EA  |    1200.00000       1200.00|                            |
  CURING BOX FOR CONCRETE CYLINDERS       |                            |                            |
0190 518.30                   10.000  M2  |     300.00000       3000.00|                            |
  REHABILITATION OF STRUCTURAL CONCRETE   |                            |                            |
  SLAB - TO REINFORCING STEEL             |                            |                            |
0200 526.301                  46.000  LS  |    5000.00000       5000.00|                            |
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0210 526.323                  25.000  LS  |   20000.00000      20000.00|                            |
  TEXAS CLASSIC RAIL                      |                            |                            |
0220 535.60                   20.000  LS  |   30000.00000      30000.00|                            |
  PRESTRESSED STRUCTURAL CONCRETE SLAB    |                            |                            |
0230 604.161                   4.000  EA  |     450.00000       1800.00|                            |
  ALTERING CATCH BASIN                    |                            |                            |
0240 604.167                  20.000  EA  |     150.00000       3000.00|                            |
  ALTER CATCH BASIN GRATE TO CASCADE      |                            |                            |
0250 604.18                    7.000  EA  |     375.00000       2625.00|                            |
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0260 606.17                   42.000  M   |      59.00000       2478.00|                            |
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0270 606.1721                  2.000  EA  |    1000.00000       2000.00|                            |
  BRIDGE TRANSITION - TYPE 1              |                            |                            |
0280 606.265                   2.000  EA  |      50.00000        100.00|                            |
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0290 607.42                   43.000  M   |     178.65000       7681.95|                            |
  ORNAMENTAL PICKET FENCE                 |                            |                            |
     LETTING DATE : 07/11/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 3
     LOCATION : AUBURN                                  TABULATION OF BIDS

                                            CONTRACT ID : 009114.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000403             |(       )                   |(      )
                                          |PRATT & SONS INC.           |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 608.10                   43.500  M2  |     220.00000       9570.00|                            |
  BRICK SIDEWALK, REMOVE AND REBUILD      |                            |                            |
0310 609.11                   20.000  M   |     127.00000       2540.00|                            |
  VERTICAL CURB TYPE 1                    |                            |                            |
0320 609.12                    2.500  M   |     186.00000        465.00|                            |
  VERTICAL CURB TYPE 1 - CIRCULAR         |                            |                            |
0330 609.237                  49.000  EA  |     375.00000      18375.00|                            |
  TERMINAL CURB TYPE 1 - 2.1 METER        |                            |                            |
0340 609.2371                 33.000  EA  |     420.00000      13860.00|                            |
  TERMINAL CURB TYPE 1- 2.1M - CIRCULAR   |                            |                            |
0350 609.34                   10.000  M   |     132.00000       1320.00|                            |
  CURB TYPE 5                             |                            |                            |
0360 609.38                  593.000  M   |      95.00000      56335.00|                            |
  RESET CURB TYPE 1                       |                            |                            |
0370 609.40                   10.000  M   |     105.00000       1050.00|                            |
  RESET CURB TYPE 5                       |                            |                            |
0380 613.319                  80.000  M2  |       1.90000        152.00|                            |
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
0390 615.07                   12.000  M3  |      89.00000       1068.00|                            |
  LOAM                                    |                            |                            |
0400 618.1301                  4.000  UN  |      45.00000        180.00|                            |
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0410 619.1201                  8.000  UN  |      45.00000        360.00|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0420 627.71                 2115.000  M   |       0.82000       1734.30|                            |
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
0430 627.73                 1550.000  M   |       0.82000       1271.00|                            |
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
0440 627.76                           LUMP|    3000.00000       3000.00|                            |
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0450 629.05                   10.000  MH  |      35.00000        350.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0460 631.10                   10.000  HR  |      62.00000        620.00|                            |
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0470 631.11                   10.000  HR  |      40.00000        400.00|                            |
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0480 631.12                   10.000  HR  |     110.00000       1100.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0490 631.172                  20.000  HR  |      45.00000        900.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
     LETTING DATE : 07/11/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 4
     LOCATION : AUBURN                                  TABULATION OF BIDS

                                            CONTRACT ID : 009114.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000403             |(       )                   |(      )
                                          |PRATT & SONS INC.           |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 643.86                   16.000  EA  |    1100.00000      17600.00|                            |
  TRAFFIC SIGNAL LOOP DETECTORS           |                            |                            |
0510 652.33                   10.000  EA  |      70.00000        700.00|                            |
  DRUM                                    |                            |                            |
0520 652.34                  100.000  EA  |      15.00000       1500.00|                            |
  CONE                                    |                            |                            |
0530 652.35                  125.000  M2  |     120.00000      15000.00|                            |
  CONSTRUCTION SIGNS                      |                            |                            |
0540 652.36                   88.000  CD  |     180.00000      15840.00|                            |
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0550 652.38                 1640.000  MH  |      14.00000      22960.00|                            |
  FLAGGER                                 |                            |                            |
0560 659.10                           LUMP|  111000.00000     111000.00|                            |
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    642,897.75|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    642,897.75|             $              |              $
====================================================================================================================================