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     LETTING DATE : 06/06/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 1
     LOCATION : MADAWASKA                               TABULATION OF BIDS

                                            CONTRACT ID : 002588.10
                                                          =========


   PROJECT(S):  F-NH-050P(56)E          COUNTIE(S) : AROOSTOOK                   MAINE STATE DEPTARTMENT OF TRANSPORTATION

                                                                                 A TRUE COPY : __________________________

                                                                                       TITLE : __________________________

                                                                                 ATTEST : _______________________________
     CONTRACT DESCRIPTION : HIGHWAY RECONSTRUCTION                                               NOTARY PUBLIC

  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000120         ED PELLETIER & SONS, CO.                                               $  2,036,498.29     100.0000%
   2   000490         MCGILLAN, INC.                                                         $  2,202,568.34     108.1547%
====================================================================================================================================
                                          |(   1  ) 000120             |(   2  ) 000490             |(      )
                                          |ED PELLETIER & SONS, CO.    |MCGILLAN, INC.              |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS - PART.
                                          |                            |                            |
0010 203.20                12505.000  M3  |       7.00000      87535.00|      10.00000     125050.00|
  COMMON EXCAVATION                       |                            |                            |
0020 203.24                  890.000  M3  |       5.50000       4895.00|      12.00000      10680.00|
  COMMON BORROW                           |                            |                            |
0030 206.061                 100.000  M3  |      23.00000       2300.00|      25.00000       2500.00|
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0040 304.10                 4260.000  M3  |      14.85000      63261.00|      20.00000      85200.00|
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0050 403.207                4030.000  MG  |      51.00000     205530.00|      45.80000     184574.00|
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0060 403.208                1755.000  MG  |      52.00000      91260.00|      46.80000      82134.00|
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
0070 403.209                1328.000  MG  |      93.00000     123504.00|      93.00000     123504.00|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0080 403.213                 100.000  MG  |      75.00000       7500.00|      75.00000       7500.00|
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX     |                            |                            |
  SIZE - BASE                             |                            |                            |
0090 409.15                 1584.000  L   |       1.40000       2217.60|       1.40000       2217.60|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0100 411.12                   60.000  MG  |      15.00000        900.00|      35.00000       2100.00|
  CRUSHED STONE SURFACE                   |                            |                            |
     LETTING DATE : 06/06/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 2
     LOCATION : MADAWASKA                               TABULATION OF BIDS

                                            CONTRACT ID : 002588.10
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000120             |(   2   ) 000490            |(      )
                                          |ED PELLETIER & SONS, CO.    |MCGILLAN, INC.              |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 502.325                          LUMP|   41000.00000      41000.00|   40000.00000      40000.00|
  STRUCTURAL CONCRETE CULVERT INVERT      |                            |                            |
  LINING                                  |                            |                            |
0120 503.12                 2478.000  KG  |       1.00000       2478.00|       1.00000       2478.00|
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0130 503.13                 2478.000  KG  |       1.00000       2478.00|       1.00000       2478.00|
  REINFORCING STEEL, PLACING              |                            |                            |
0140 505.08                  408.000  LS  |    2000.00000       2000.00|    1855.00000       1855.00|
  SHEAR CONNECTORS                        |                            |                            |
0150 511.07                           LUMP|    5000.00000       5000.00|   25000.00000      25000.00|
  COFFERDAM: downstream                   |                            |                            |
0160 511.07                           LUMP|   21000.00000      21000.00|   25000.00000      25000.00|
  COFFERDAM: upstream                     |                            |                            |
0170 603.05                  110.000  M   |      75.00000       8250.00|     100.00000      11000.00|
  150 MM PVC DRAIN SERVICE                |                            |                            |
0180 603.159                  75.000  M   |      92.00000       6900.00|      85.00000       6375.00|
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0190 603.169                  30.000  M   |      95.00000       2850.00|      95.00000       2850.00|
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0200 603.179                  45.000  M   |     113.00000       5085.00|     110.00000       4950.00|
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0210 603.189                  10.000  M   |     135.00000       1350.00|     120.00000       1200.00|
  525 MM CULVERT PIPE OPTION III          |                            |                            |
0220 603.199                  75.000  M   |     130.00000       9750.00|     140.00000      10500.00|
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0230 603.209                   9.000  M   |     200.00000       1800.00|     180.00000       1620.00|
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0240 604.072                  38.000  EA  |    1750.00000      66500.00|    1500.00000      57000.00|
  CATCH BASIN TYPE A1-C                   |                            |                            |
0250 604.18                    3.000  EA  |     350.00000       1050.00|     500.00000       1500.00|
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0260 604.182                   3.000  EA  |     100.00000        300.00|     150.00000        450.00|
  CLEAN EXISTING CATCH BASIN AND MANHOLE  |                            |                            |
0270 605.09                 1450.000  M   |      55.50000      80475.00|      48.00000      69600.00|
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0280 605.11                 1060.000  M   |      84.00000      89040.00|      72.00000      76320.00|
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0290 605.12                  230.000  M   |      88.50000      20355.00|      85.00000      19550.00|
  375 MM UNDERDRAIN TYPE C                |                            |                            |
     LETTING DATE : 06/06/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 3
     LOCATION : MADAWASKA                               TABULATION OF BIDS

                                            CONTRACT ID : 002588.10
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000120             |(   2   ) 000490            |(      )
                                          |ED PELLETIER & SONS, CO.    |MCGILLAN, INC.              |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 605.13                  115.000  M   |      93.00000      10695.00|     100.00000      11500.00|
  450 MM UNDERDRAIN TYPE C                |                            |                            |
0310 605.15                  120.000  M   |     112.50000      13500.00|     120.00000      14400.00|
  600 MM UNDERDRAIN TYPE C                |                            |                            |
0320 605.17                   55.000  M   |     150.00000       8250.00|     170.00000       9350.00|
  750 MM UNDERDRAIN TYPE C                |                            |                            |
0330 606.17                  140.970  M   |      37.00000       5215.89|      37.00000       5215.89|
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0340 606.22                   15.200  M   |      43.00000        653.60|      43.00000        653.60|
  GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS   |                            |                            |
0350 606.265                   1.000  EA  |      55.00000         55.00|      55.00000         55.00|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0360 606.35                    6.000  EA  |      30.00000        180.00|      30.00000        180.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0370 606.47                   25.000  EA  |      55.00000       1375.00|      55.00000       1375.00|
  SINGLE WOOD POST                        |                            |                            |
0380 606.79                    3.000  EA  |    1350.00000       4050.00|    1350.00000       4050.00|
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0390 609.11                 1660.000  M   |      61.50000     102090.00|      75.00000     124500.00|
  VERTICAL CURB TYPE 1                    |                            |                            |
0400 609.12                   45.000  M   |      80.00000       3600.00|     140.00000       6300.00|
  VERTICAL CURB TYPE 1 - CIRCULAR         |                            |                            |
0410 609.234                  85.000  EA  |      95.00000       8075.00|     150.00000      12750.00|
  TERMINAL CURB TYPE 1 - 1.2 METER        |                            |                            |
0420 609.237                 169.000  EA  |     165.00000      27885.00|     250.00000      42250.00|
  TERMINAL CURB TYPE 1 - 2.1 METER        |                            |                            |
0430 609.34                   50.000  M   |      80.00000       4000.00|      60.00000       3000.00|
  CURB TYPE 5                             |                            |                            |
0440 609.35                   25.000  M   |     150.00000       3750.00|     100.00000       2500.00|
  CURB TYPE 5 - CIRCULAR                  |                            |                            |
0450 610.08                  100.000  M3  |      30.00000       3000.00|      40.00000       4000.00|
  PLAIN RIPRAP                            |                            |                            |
0460 613.319                  42.000  M2  |       3.50000        147.00|       1.50000         63.00|
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
0470 615.07                  250.000  M3  |      17.00000       4250.00|      25.00000       6250.00|
  LOAM                                    |                            |                            |
0480 618.1301                 40.000  UN  |      35.00000       1400.00|      16.00000        640.00|
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0490 618.1411                  7.000  UN  |      50.00000        350.00|      20.00000        140.00|
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
     LETTING DATE : 06/06/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 4
     LOCATION : MADAWASKA                               TABULATION OF BIDS

                                            CONTRACT ID : 002588.10
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000120             |(   2   ) 000490            |(      )
                                          |ED PELLETIER & SONS, CO.    |MCGILLAN, INC.              |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 618.15                    5.000  KG  |      25.00000        125.00|      20.00000        100.00|
  TEMPORARY SEEDING                       |                            |                            |
0510 619.1201                 50.000  UN  |      25.00000       1250.00|      10.00000        500.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0520 620.661               15000.000  M2  |       0.75000      11250.00|       1.00000      15000.00|
  DRAINAGE GEOCOMPOSITE INSTALLATION      |                            |                            |
0530 627.501                3429.000  M   |       8.25000      28289.25|       7.87000      26986.23|
  100 MM PATTERNED REFLECTORIZED PLASTIC  |                            |                            |
  WHITE SOLID LINE                        |                            |                            |
0540 627.503                3434.000  M   |       8.25000      28330.50|       7.87000      27025.58|
  100 MM PATTERNED REFLECTORIZED PLASTIC  |                            |                            |
  YELLOW SOLID LINE                       |                            |                            |
0550 627.78                 1717.000  M   |       1.75000       3004.75|       1.64000       2815.88|
  TEMPORARY 100 MM PAINTED PAVEMENT       |                            |                            |
  MARKING LINE, WHITE OR YELLOW           |                            |                            |
0560 629.05                   60.000  MH  |      20.00000       1200.00|      25.00000       1500.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0570 631.12                   20.000  HR  |      85.00000       1700.00|      75.00000       1500.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0580 631.14                   10.000  HR  |      80.00000        800.00|      75.00000        750.00|
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0590 631.172                  40.000  HR  |      50.00000       2000.00|      45.00000       1800.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0600 631.32                   30.000  HR  |     100.00000       3000.00|     100.00000       3000.00|
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0610 636.60                    8.000  M2  |     200.00000       1600.00|     220.00000       1760.00|
  MSE SEGMENTAL RETAINING WALL            |                            |                            |
0620 637.071                          LUMP|   26750.00000      26750.00|    5000.00000       5000.00|
  DUST CONTROL                            |                            |                            |
0630 639.18                    1.000  EA  |    5000.00000       5000.00|   15000.00000      15000.00|
  FIELD OFFICE TYPE A                     |                            |                            |
0640 652.31                   15.000  EA  |      30.00000        450.00|      35.00000        525.00|
  TYPE I BARRICADE                        |                            |                            |
0650 652.311                  20.000  EA  |      35.00000        700.00|      35.00000        700.00|
  TYPE II BARRICADE                       |                            |                            |
0660 652.33                   50.000  EA  |      50.00000       2500.00|      45.00000       2250.00|
  DRUM                                    |                            |                            |
0670 652.34                  125.000  EA  |      15.00000       1875.00|      20.00000       2500.00|
  CONE                                    |                            |                            |
0680 652.35                  185.000  M2  |      75.00000      13875.00|      85.00000      15725.00|
  CONSTRUCTION SIGNS                      |                            |                            |
     LETTING DATE : 06/06/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 5
     LOCATION : MADAWASKA                               TABULATION OF BIDS

                                            CONTRACT ID : 002588.10
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000120             |(   2   ) 000490            |(      )
                                          |ED PELLETIER & SONS, CO.    |MCGILLAN, INC.              |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0690 652.36                  156.000  CD  |      60.00000       9360.00|     120.00000      18720.00|
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0700 652.38                 3500.000  MH  |      12.00000      42000.00|      11.75000      41125.00|
  FLAGGER                                 |                            |                            |
0710 656.75                           LUMP|   13500.00000      13500.00|   20000.00000      20000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0720 658.20                  238.000  M2  |      11.15000       2653.70|      10.62000       2527.56|
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
0730 659.10                           LUMP|   70000.00000      70000.00|  125000.00000     125000.00|
  MOBILIZATION                            |                            |                            |
0740 660.21                 2000.000  MH  |       1.00000       2000.00|       1.00000       2000.00|
  ON-THE-JOB TRAINING (BID)               |                            |                            |
0750 661.14                  400.000  M   |      12.50000       5000.00|      13.00000       5200.00|
  INSULATION                              |                            |                            |
0760 801.17                 1000.000  M   |     125.00000     125000.00|     115.00000     115000.00|
  200 MM PVC SANITARY SEWER (SDR-35)      |                            |                            |
0770 803.135                 450.000  M   |     107.50000      48375.00|     100.00000      45000.00|
  150MM SERVICE  LATERAL                  |                            |                            |
0780 803.16                   25.000  EA  |    1850.00000      46250.00|    1750.00000      43750.00|
  1.2 M DIAMETER PRECAST SEWER MANHOLE    |                            |                            |
0790 803.1651                  2.000  EA  |    2250.00000       4500.00|    2500.00000       5000.00|
  1.5 M DIAMETER PRECAST SEWER MANHOLE    |                            |                            |
0800 822.34                 1340.000  M   |     115.75000     155105.00|     160.00000     214400.00|
  200 MM CLASS 52 DI PIPE                 |                            |                            |
0810 822.36                  580.000  M   |     140.00000      81200.00|     180.00000     104400.00|
  300 MM CLASS 52 DI PIPE                 |                            |                            |
0820 823.31                    3.000  EA  |    1500.00000       4500.00|    1200.00000       3600.00|
  300 MM GATE VALVE                       |                            |                            |
0830 823.325                   8.000  EA  |    1000.00000       8000.00|     600.00000       4800.00|
  200 MM GATE VALVE                       |                            |                            |
0840 823.331                   2.000  EA  |     650.00000       1300.00|     500.00000       1000.00|
  150 MM GATE VALVE                       |                            |                            |
0850 824.30                    2.000  EA  |    3560.00000       7120.00|    2500.00000       5000.00|
  FIRE HYDRANTS                           |                            |                            |
0860 824.301                  20.000  M   |     800.00000      16000.00|     150.00000       3000.00|
  FIRE HYDRANT SERVICE, ADJUST TO GRADE,  |                            |                            |
  RELOCATE                                |                            |                            |
0870 825.421                 550.000  M   |     167.00000      91850.00|     110.00000      60500.00|
  COPPER SERVICE PIPE - ALL DIAMETERS     |                            |                            |
0880 203.2312                         LUMP|    3500.00000       3500.00|   10000.00000      10000.00|
  HEALTH AND SAFETY PLAN                  |                            |                            |
     LETTING DATE : 06/06/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 6
     LOCATION : MADAWASKA                               TABULATION OF BIDS

                                            CONTRACT ID : 002588.10
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000120             |(   2   ) 000490            |(      )
                                          |ED PELLETIER & SONS, CO.    |MCGILLAN, INC.              |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0890 203.233                  50.000  M3  |      50.00000       2500.00|      75.00000       3750.00|
  DISPOSAL OF SPECIAL EXCAVATION          |                            |                            |
0900 203.234               10000.000  L   |       0.40000       4000.00|       1.00000      10000.00|
  TREATMENT OR DISPOSAL OF CONTAMINATED   |                            |                            |
  GROUNDWATER                             |                            |                            |
     SECTION TOTALS                       |             $  2,036,498.29|             $  2,202,568.34|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,036,498.29|             $  2,202,568.34|              $
====================================================================================================================================