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     LETTING DATE : 03/15/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 1
     LOCATION : CARTHAGE                                TABULATION OF BIDS

                                            CONTRACT ID : 007713.00
                                                          =========

                                        COMPLETION DATE : 10/06/00

   PROJECT(S):  STP-BH-7713(00)X        COUNTIE(S) : FRANKLIN                    MAINE STATE DEPTARTMENT OF TRANSPORTATION

                                                                                 A TRUE COPY : __________________________

                                                                                       TITLE : __________________________

     CONTRACT DESCRIPTION : BRIDGE REHABILITATION                                ATTEST : _______________________________
                                                                                                 NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000272         A & V CONSTRUCTION, CORP.                                              $    413,947.50     100.0000%
   2   000164         C P M CONSTRUCTORS                                                     $    508,595.00     122.8646%
====================================================================================================================================
                                          |(   1  ) 000272             |(   2  ) 000164             |(      )
                                          |A & V CONSTRUCTION, CORP.   |C P M CONSTRUCTORS          |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   BRIDGE ITEMS
                                          |                            |                            |
0010 107.27                           LUMP|    5000.00000       5000.00|    2500.00000       2500.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0020 201.23                    1.000  EA  |     500.00000        500.00|     550.00000        550.00|
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                    1.000  EA  |     150.00000        150.00|     300.00000        300.00|
  REMOVING STUMP                          |                            |                            |
0040 202.11                  190.000  M2  |      60.00000      11400.00|     200.00000      38000.00|
  REMOVING PORTLAND CEMENT CONCRETE       |                            |                            |
  PAVEMENT                                |                            |                            |
0050 202.121                  11.000  LS  |    6000.00000       6000.00|   10000.00000      10000.00|
  REMOVING EXISTING CONCRETE              |                            |                            |
0060 202.127                 190.000  LS  |    4000.00000       4000.00|    3000.00000       3000.00|
  REMOVE EXISTING BITUMINOUS PAVEMENT     |                            |                            |
0070 202.128                  16.000  LS  |   15000.00000      15000.00|   10000.00000      10000.00|
  REMOVE CONCRETE CURBS AND SIDEWALKS     |                            |                            |
0080 202.14                   57.000  M   |      50.00000       2850.00|     100.00000       5700.00|
  REMOVING EXISTING RAILINGS (PROPERTY OF |                            |                            |
  CONTRACTOR)                             |                            |                            |
0090 203.20                 1250.000  M3  |       6.00000       7500.00|       8.00000      10000.00|
  COMMON EXCAVATION                       |                            |                            |
0100 304.10                 1100.000  M3  |      15.00000      16500.00|      22.00000      24200.00|
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
     LETTING DATE : 03/15/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 2
     LOCATION : CARTHAGE                                TABULATION OF BIDS

                                            CONTRACT ID : 007713.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000272             |(   2   ) 000164            |(      )
                                          |A & V CONSTRUCTION, CORP.   |C P M CONSTRUCTORS          |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 403.207                 184.000  MG  |      75.00000      13800.00|      65.00000      11960.00|
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0120 403.208                 252.000  MG  |      75.00000      18900.00|      65.00000      16380.00|
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
0130 403.210                  37.000  MG  |      90.00000       3330.00|      70.00000       2590.00|
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0140 409.15                  120.000  L   |       5.00000        600.00|       6.00000        720.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0150 502.219                  41.000  LS  |   35000.00000      35000.00|   50000.00000      50000.00|
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0160 502.239                   5.000  LS  |   20000.00000      20000.00|   15000.00000      15000.00|
  STRUCTURAL CONCRETE PIERS               |                            |                            |
0170 502.25                   46.000  LS  |   14000.00000      14000.00|   75000.00000      75000.00|
  STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB |                            |                            |
0180 502.27                   63.000  LS  |   65000.00000      65000.00|   45000.00000      45000.00|
  STRUCTURAL CONCRETE SUPERSTRUCTURE      |                            |                            |
  T-BEAM TYPE                             |                            |                            |
0190 502.49                    8.000  LS  |    5500.00000       5500.00|   10000.00000      10000.00|
  STRUCTURAL CONCRETE CURBS AND SIDEWALKS |                            |                            |
0200 503.12                 7200.000  KG  |       1.50000      10800.00|       1.00000       7200.00|
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0210 503.13                 7200.000  KG  |       1.50000      10800.00|       1.00000       7200.00|
  REINFORCING STEEL, PLACING              |                            |                            |
0220 507.0811                 27.500  LS  |    7000.00000       7000.00|   11000.00000      11000.00|
  STEEL BRIDGE RAILING, 2 BAR             |                            |                            |
0230 507.0831                 27.500  LS  |   10000.00000      10000.00|   16000.00000      16000.00|
  STEEL BRIDGE RAILING, 4 BAR             |                            |                            |
0240 508.13                  255.000  LS  |    3000.00000       3000.00|    3000.00000       3000.00|
  MEMBRANE WATERPROOFING                  |                            |                            |
0250 511.07                           LUMP|    6000.00000       6000.00|    7000.00000       7000.00|
  COFFERDAM: #1 #1                        |                            |                            |
0260 511.07                           LUMP|    6000.00000       6000.00|    7000.00000       7000.00|
  COFFERDAM: #2 #2                        |                            |                            |
0270 514.06                    1.000  EA  |     700.00000        700.00|     750.00000        750.00|
  CURING BOX FOR CONCRETE CYLINDERS       |                            |                            |
0280 515.21                  100.000  LS  |     700.00000        700.00|     500.00000        500.00|
  PROTECTIVE COATING FOR CONCRETE SURFACE |                            |                            |
0290 526.301                  80.000  LS  |    7000.00000       7000.00|    4000.00000       4000.00|
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
     LETTING DATE : 03/15/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 3
     LOCATION : CARTHAGE                                TABULATION OF BIDS

                                            CONTRACT ID : 007713.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000272             |(   2   ) 000164            |(      )
                                          |A & V CONSTRUCTION, CORP.   |C P M CONSTRUCTORS          |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 526.34                    4.000  EA  |    1200.00000       4800.00|    1500.00000       6000.00|
  PERMANENT CONCRETE TRANSITION BARRIER   |                            |                            |
0310 606.1721                  4.000  EA  |    1100.00000       4400.00|    1000.00000       4000.00|
  BRIDGE TRANSITION - TYPE 1              |                            |                            |
0320 606.265                   1.000  EA  |      40.00000         40.00|      45.00000         45.00|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0330 606.35                    6.000  EA  |      25.00000        150.00|      50.00000        300.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0340 606.55                   60.000  M   |      65.00000       3900.00|      25.00000       1500.00|
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0350 606.60                    8.000  M   |      65.00000        520.00|      25.00000        200.00|
  GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU |                            |                            |
0360 606.76                    3.000  EA  |    1700.00000       5100.00|    1200.00000       3600.00|
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0370 607.10                   35.000  M   |      16.00000        560.00|      45.00000       1575.00|
  BARBED WIRE FENCE - WOOD POSTS          |                            |                            |
0380 610.08                   54.000  M3  |      50.00000       2700.00|      40.00000       2160.00|
  PLAIN RIPRAP                            |                            |                            |
0390 615.07                   43.000  M3  |      25.00000       1075.00|      65.00000       2795.00|
  LOAM                                    |                            |                            |
0400 618.13                    4.000  UN  |      50.00000        200.00|      80.00000        320.00|
  SEEDING METHOD NUMBER 1                 |                            |                            |
0410 618.14                    6.000  UN  |      50.00000        300.00|      60.00000        360.00|
  SEEDING METHOD NUMBER 2                 |                            |                            |
0420 619.12                   10.000  UN  |      25.00000        250.00|      22.00000        220.00|
  MULCH                                   |                            |                            |
0430 620.58                   60.000  M2  |       3.00000        180.00|       2.00000        120.00|
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0440 627.71                  330.000  M   |       1.50000        495.00|       1.50000        495.00|
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
0450 627.73                  165.000  M   |       4.00000        660.00|       3.00000        495.00|
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
0460 627.78                  165.000  M   |       2.50000        412.50|       3.00000        495.00|
  TEMPORARY 100 MM PAINTED PAVEMENT       |                            |                            |
  MARKING LINE, WHITE OR YELLOW           |                            |                            |
0470 629.05                   20.000  MH  |      25.00000        500.00|      25.00000        500.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0480 631.12                   10.000  HR  |      90.00000        900.00|      65.00000        650.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
     LETTING DATE : 03/15/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 4
     LOCATION : CARTHAGE                                TABULATION OF BIDS

                                            CONTRACT ID : 007713.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000272             |(   2   ) 000164            |(      )
                                          |A & V CONSTRUCTION, CORP.   |C P M CONSTRUCTORS          |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 631.132                  10.000  HR  |      55.00000        550.00|      55.00000        550.00|
  SMALL BULLDOZER (INCLUDING OPERATOR)    |                            |                            |
0500 631.14                   10.000  HR  |      90.00000        900.00|      85.00000        850.00|
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0510 631.15                   10.000  HR  |      50.00000        500.00|      45.00000        450.00|
  ROLLER, EARTH AND BASE COURSE           |                            |                            |
  (INCLUDING OPERATOR)                    |                            |                            |
0520 631.172                  10.000  HR  |      50.00000        500.00|      45.00000        450.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0530 631.22                   10.000  HR  |      60.00000        600.00|      55.00000        550.00|
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
0540 637.071                          LUMP|    3000.00000       3000.00|    1200.00000       1200.00|
  DUST CONTROL                            |                            |                            |
0550 639.19                    1.000  EA  |    5000.00000       5000.00|    4500.00000       4500.00|
  FIELD OFFICE TYPE B                     |                            |                            |
0560 643.72                           LUMP|   16500.00000      16500.00|   15000.00000      15000.00|
  TEMPORARY TRAFFIC SIGNAL                |                            |                            |
0570 652.31                   10.000  EA  |      60.00000        600.00|      50.00000        500.00|
  TYPE I BARRICADE                        |                            |                            |
0580 652.312                   4.000  EA  |     350.00000       1400.00|     155.00000        620.00|
  TYPE III BARRICADE                      |                            |                            |
0590 652.33                   10.000  EA  |      75.00000        750.00|      52.00000        520.00|
  DRUM                                    |                            |                            |
0600 652.34                   15.000  EA  |      15.00000        225.00|      15.00000        225.00|
  CONE                                    |                            |                            |
0610 652.35                   40.000  M2  |      75.00000       3000.00|     100.00000       4000.00|
  CONSTRUCTION SIGNS                      |                            |                            |
0620 652.361                 130.000  LS  |    4000.00000       4000.00|    2000.00000       2000.00|
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0630 652.38                  150.000  MH  |      15.00000       2250.00|      12.00000       1800.00|
  FLAGGER                                 |                            |                            |
0640 659.10                           LUMP|   40000.00000      40000.00|   55000.00000      55000.00|
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    413,947.50|             $    508,595.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    413,947.50|             $    508,595.00|              $
====================================================================================================================================