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     LETTING DATE : 01/16/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/10/02
                                                                                                                   PAGE : 1
     LOCATION : LIMERICK                                TABULATION OF BIDS
                                            CONTRACT ID : 004217.10                                     COMPLETION DATE : 06/06/03
                                                          =========
   PROJECT(S):  STP-4217(10)X           COUNTIE(S) : YORK                           MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  HIGHWAY RECONSTRUCTION AND BRIDGE IMPROVEMENTS                                NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   001095         GORHAM SAND & GRAVEL, INC.                                             $  2,566,295.99     100.0000%
   2   000460         M & H LOGGING AND CONSTRUCTION                                         $  2,583,636.00     100.6757%
   3   000272         A & V CONSTRUCTION, CORP.                                              $  2,740,428.00     106.7853%
   4   000079         R J GRONDIN & SONS, INC.                                               $  2,771,047.83     107.9785%
   5   000648         DEARBORN BROTHERS CONSTRUCTION, INC.                                   $  2,801,841.06     109.1784%
   6   000116         SHAW BROTHERS CONSTRUCTION, INC.                                       $  2,833,875.90     110.4267%
   7   000164         C P M CONSTRUCTORS                                                     $  3,137,203.50     122.2464%
   8   000416         T BUCK CONSTRUCTION INC.                                               $  3,214,912.94     125.2744%
====================================================================================================================================
                                          |(   1  ) 001095             |(   2  ) 000460             |(   3  ) 000272
                                          |GORHAM SAND & GRAVEL, INC.  |M & H LOGGING AND CONSTRUCT |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
                                          |                            |                            |
0020 201.24                   30.000  EA  |     250.00000       7500.00|     200.00000       6000.00|     150.00000        4500.00
  REMOVING STUMP                          |                            |                            |
0030 202.10                  160.000  LS  |   55000.00000      55000.00|   60000.00000      60000.00|   25000.00000       25000.00
  REMOVING EXISTING SUPERSTRUCTURE        |                            |                            |
  (PROPERTY OF CONTRACTOR)                |                            |                            |
0040 202.12                   32.000  M3  |     700.00000      22400.00|     475.00000      15200.00|     350.00000       11200.00
  REMOVING EXISTING STRUCTURAL CONCRETE   |                            |                            |
0050 202.15                    8.000  EA  |     350.00000       2800.00|     400.00000       3200.00|     450.00000        3600.00
  REMOVING MANHOLE OR CATCH BASIN         |                            |                            |
0060 202.203                 155.000  M2  |      15.00000       2325.00|      15.00000       2325.00|      18.00000        2790.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0070 203.20                13500.000  M3  |       9.00000     121500.00|       8.00000     108000.00|       8.00000      108000.00
  COMMON EXCAVATION                       |                            |                            |
0080 203.21                   50.000  M3  |      60.00000       3000.00|     100.00000       5000.00|      70.00000        3500.00
  ROCK EXCAVATION                         |                            |                            |
0090 203.25                   80.000  M3  |      22.00000       1760.00|      14.00000       1120.00|      20.00000        1600.00
  GRANULAR BORROW                         |                            |                            |
0100 206.061                   5.000  M3  |      65.00000        325.00|      40.00000        200.00|      25.00000         125.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
     LETTING DATE : 01/16/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/10/02
                                                                                                                   PAGE : 2
     LOCATION : LIMERICK                                TABULATION OF BIDS
                                            CONTRACT ID : 004217.10
                                                          =========
====================================================================================================================================
                                          |(   1  ) 001095             |(   2   ) 000460            |(   3  ) 000272
                                          |GORHAM SAND & GRAVEL, INC.  |M & H LOGGING AND CONSTRUCT |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 206.07                  460.000  M3  |      85.00000      39100.00|     115.00000      52900.00|     120.00000       55200.00
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0120 206.082                 160.000  M3  |      26.00000       4160.00|      30.00000       4800.00|      20.00000        3200.00
  STRUCTURAL EARTH EXCAVATION - MAJOR     |                            |                            |
  STRUCTURES                              |                            |                            |
0130 304.10                10200.000  M3  |      16.40000     167280.00|      19.00000     193800.00|      16.50000      168300.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0140 403.207                4500.000  MG  |      48.00000     216000.00|      46.00000     207000.00|      44.00000      198000.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0150 403.208                1775.000  MG  |      48.00000      85200.00|      47.00000      83425.00|      51.00000       90525.00
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
0160 403.209                 320.000  MG  |     100.00000      32000.00|     130.00000      41600.00|      93.00000       29760.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0170 403.211                  30.000  MG  |      50.00000       1500.00|     110.00000       3300.00|      52.00000        1560.00
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0180 409.15                 1270.000  L   |       1.00000       1270.00|       1.10000       1397.00|       1.20000        1524.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0190 502.21                  210.000  M3  |     470.00000      98700.00|     500.00000     105000.00|     650.00000      136500.00
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0200 502.25                   40.200  LS  |   57500.00000      57500.00|   22000.00000      22000.00|   22000.00000       22000.00
  STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB |                            |                            |
0210 502.261                  40.000  LS  |   27500.00000      27500.00|   25000.00000      25000.00|   40000.00000       40000.00
  SRRUCTURAL CONCRETE ROADWAY & SIDEWALK  |                            |                            |
  SLAB ON CONCRETE BRIDGES                |                            |                            |
0220 502.461                  11.000  M3  |     450.00000       4950.00|     450.00000       4950.00|     600.00000        6600.00
  STRUCTURAL CONCRETE, REPLACE CONCRETE   |                            |                            |
  SLAB                                    |                            |                            |
0230 502.62                    5.000  M2  |    1400.00000       7000.00|    1600.00000       8000.00|     280.00000        1400.00
  SUBSTRUCTURE REPAIR                     |                            |                            |
0240 503.12                 9650.000  KG  |       1.00000       9650.00|       1.00000       9650.00|       1.50000       14475.00
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0250 503.13                 9650.000  KG  |       0.40000       3860.00|       2.75000      26537.50|       1.00000        9650.00
  REINFORCING STEEL, PLACING              |                            |                            |
0260 508.13                  200.000  LS  |    3000.00000       3000.00|    3000.00000       3000.00|    3000.00000        3000.00
  MEMBRANE WATERPROOFING                  |                            |                            |
0270 512.081                  15.000  LS  |    2000.00000       2000.00|    2500.00000       2500.00|    1000.00000        1000.00
  FRENCH DRAINS                           |                            |                            |
     LETTING DATE : 01/16/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/10/02
                                                                                                                   PAGE : 3
     LOCATION : LIMERICK                                TABULATION OF BIDS
                                            CONTRACT ID : 004217.10
                                                          =========
====================================================================================================================================
                                          |(   1  ) 001095             |(   2   ) 000460            |(   3  ) 000272
                                          |GORHAM SAND & GRAVEL, INC.  |M & H LOGGING AND CONSTRUCT |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0280 514.06                    1.000  EA  |     700.00000        700.00|    2200.00000       2200.00|    1200.00000        1200.00
  CURING BOX FOR CONCRETE CYLINDERS       |                            |                            |
0290 523.08                   16.000  EA  |     500.00000       8000.00|     600.00000       9600.00|    1100.00000       17600.00
  ELASTOMERIC BRIDGE BEARING - LAMINATED  |                            |                            |
0300 525.25                           LUMP|   17000.00000      17000.00|   15000.00000      15000.00|   12000.00000       12000.00
  REPOINTING GRANITE MASONRY              |                            |                            |
0310 525.325                  70.000  M2  |     480.00000      33600.00|     400.00000      28000.00|     450.00000       31500.00
  DRY-LAID STONE RETAINING WALL           |                            |                            |
0320 526.301                  35.000  LS  |    3000.00000       3000.00|    2000.00000       2000.00|    5000.00000        5000.00
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0330 526.323                  25.700  LS  |   24000.00000      24000.00|   14000.00000      14000.00|   12000.00000       12000.00
  TEXAS CLASSIC RAIL                      |                            |                            |
0340 535.62                   20.000  LS  |   57500.00000      57500.00|   55000.00000      55000.00|   50000.00000       50000.00
  PRESTRESSED STRUCTURAL CONCRETE BOX BEA |                            |                            |
0350 603.159                 225.000  M   |      98.00000      22050.00|     130.00000      29250.00|     150.00000       33750.00
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0360 603.169                  26.000  M   |     105.00000       2730.00|     110.00000       2860.00|     130.00000        3380.00
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0370 603.179                  99.000  M   |     146.00000      14454.00|     120.00000      11880.00|     140.00000       13860.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0380 603.189                   8.000  M   |     180.00000       1440.00|     220.00000       1760.00|     180.00000        1440.00
  525 MM CULVERT PIPE OPTION III          |                            |                            |
0390 603.199                 180.000  M   |     185.00000      33300.00|     180.00000      32400.00|     160.00000       28800.00
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0400 603.42                   47.000  M   |     230.00000      10810.00|     270.00000      12690.00|     260.00000       12220.00
  750 MM REINFORCED CONCRETE PIPE CLASS I |                            |                            |
0410 604.072                  41.000  EA  |    1900.00000      77900.00|    2000.00000      82000.00|    1900.00000       77900.00
  CATCH BASIN TYPE A1-C                   |                            |                            |
0420 604.077                   6.000  EA  |    2950.00000      17700.00|    2600.00000      15600.00|    4000.00000       24000.00
  1800MM CATCH BASIN TYPE A1-C            |                            |                            |
0430 604.153                   1.000  EA  |    2400.00000       2400.00|    2500.00000       2500.00|    3000.00000        3000.00
  1500 MM MANHOLE                         |                            |                            |
0440 604.1551                  2.000  EA  |   15450.00000      30900.00|   13000.00000      26000.00|   14000.00000       28000.00
  SEDIMENT TANK UNIT                      |                            |                            |
0450 604.16                    1.000  EA  |    1000.00000       1000.00|     500.00000        500.00|     550.00000         550.00
  ALTERING CATCH BASIN TO MANHOLES        |                            |                            |
0460 604.18                    1.000  EA  |     400.00000        400.00|     300.00000        300.00|     300.00000         300.00
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0470 604.247                   2.000  EA  |    1250.00000       2500.00|    1200.00000       2400.00|    1200.00000        2400.00
  CATCH BASIN TYPE F5-C                   |                            |                            |
     LETTING DATE : 01/16/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/10/02
                                                                                                                   PAGE : 4
     LOCATION : LIMERICK                                TABULATION OF BIDS
                                            CONTRACT ID : 004217.10
                                                          =========
====================================================================================================================================
                                          |(   1  ) 001095             |(   2   ) 000460            |(   3  ) 000272
                                          |GORHAM SAND & GRAVEL, INC.  |M & H LOGGING AND CONSTRUCT |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0480 604.252                   6.000  EA  |    1900.00000      11400.00|    2000.00000      12000.00|    2000.00000       12000.00
  CATCH BASIN TYPE A5-C                   |                            |                            |
0490 604.262                   2.000  EA  |    1750.00000       3500.00|    2000.00000       4000.00|    1900.00000        3800.00
  CATCH BASIN TYPE B5-C                   |                            |                            |
0500 605.09                 1400.000  M   |      59.00000      82600.00|      70.00000      98000.00|      50.00000       70000.00
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0510 605.10                   15.000  M   |      59.00000        885.00|      60.00000        900.00|      45.00000         675.00
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0520 605.11                  610.000  M   |     107.00000      65270.00|      90.00000      54900.00|      80.00000       48800.00
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0530 605.12                  335.000  M   |     108.00000      36180.00|     100.00000      33500.00|      90.00000       30150.00
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0540 605.13                  120.000  M   |     148.00000      17760.00|     110.00000      13200.00|     100.00000       12000.00
  450 MM UNDERDRAIN TYPE C                |                            |                            |
0550 605.15                   20.000  M   |     165.00000       3300.00|     150.00000       3000.00|     120.00000        2400.00
  600 MM UNDERDRAIN TYPE C                |                            |                            |
0560 606.17                   60.000  M   |      47.00000       2820.00|      47.00000       2820.00|      43.00000        2580.00
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0570 606.1721                  4.000  EA  |    1300.00000       5200.00|    1265.00000       5060.00|    1150.00000        4600.00
  BRIDGE TRANSITION - TYPE 1              |                            |                            |
0580 606.22                   30.000  M   |      52.00000       1560.00|      53.00000       1590.00|      48.00000        1440.00
  GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS   |                            |                            |
0590 606.265                   3.000  EA  |      60.00000        180.00|      50.00000        150.00|      45.00000         135.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0600 606.35                    8.000  EA  |      40.00000        320.00|      40.00000        320.00|      35.00000         280.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0610 606.363                  75.000  M   |       6.00000        450.00|       5.50000        412.50|       5.00000         375.00
  GUARDRAIL REMOVE AND DISPOSE            |                            |                            |
0620 606.76                    1.000  EA  |    1850.00000       1850.00|    1760.00000       1760.00|    1612.00000        1612.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0630 607.163                  36.000  M   |      60.00000       2160.00|      60.00000       2160.00|      56.00000        2016.00
  CHAIN LINK FENCE - 1.2 METER P.V.C.     |                            |                            |
  COATED                                  |                            |                            |
0640 607.35                    6.000  EA  |     200.00000       1200.00|     200.00000       1200.00|     181.00000        1086.00
  BRACING ASSEMBLY CHAIN LINK FENCE PVC   |                            |                            |
  COATED COATED                           |                            |                            |
0650 608.08                 1780.000  M2  |      48.00000      85440.00|      45.00000      80100.00|      58.00000      103240.00
  REINFORCED CONCRETE SIDEWALK            |                            |                            |
0660 609.11                 2050.000  M   |      65.00000     133250.00|      60.00000     123000.00|      75.00000      153750.00
  VERTICAL CURB TYPE 1                    |                            |                            |
     LETTING DATE : 01/16/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/10/02
                                                                                                                   PAGE : 5
     LOCATION : LIMERICK                                TABULATION OF BIDS
                                            CONTRACT ID : 004217.10
                                                          =========
====================================================================================================================================
                                          |(   1  ) 001095             |(   2   ) 000460            |(   3  ) 000272
                                          |GORHAM SAND & GRAVEL, INC.  |M & H LOGGING AND CONSTRUCT |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0670 609.12                  151.000  M   |     112.00000      16912.00|      90.00000      13590.00|     125.00000       18875.00
  VERTICAL CURB TYPE 1 - CIRCULAR         |                            |                            |
0680 609.234                  74.000  EA  |      85.00000       6290.00|      75.00000       5550.00|     125.00000        9250.00
  TERMINAL CURB TYPE 1 - 1.2 METER        |                            |                            |
0690 609.237                  67.000  EA  |     145.00000       9715.00|     130.00000       8710.00|     175.00000       11725.00
  TERMINAL CURB TYPE 1 - 2.1 METER        |                            |                            |
0700 609.311                  11.000  M   |      25.00000        275.00|     110.00000       1210.00|      48.00000         528.00
  SPECIAL CURB- CAPE COD DESIGN           |                            |                            |
0710 609.34                   17.000  M   |      52.00000        884.00|      55.00000        935.00|      65.00000        1105.00
  CURB TYPE 5                             |                            |                            |
0720 609.35                    6.000  M   |     195.00000       1170.00|     180.00000       1080.00|     200.00000        1200.00
  CURB TYPE 5 - CIRCULAR                  |                            |                            |
0730 610.08                  130.000  M3  |      55.00000       7150.00|      60.00000       7800.00|      80.00000       10400.00
  PLAIN RIPRAP                            |                            |                            |
0740 610.09                    2.000  M3  |     152.00000        304.00|     200.00000        400.00|     100.00000         200.00
  HAND LAID RIPRAP                        |                            |                            |
0750 610.18                   70.000  M3  |      55.00000       3850.00|      45.00000       3150.00|      60.00000        4200.00
  STONE DITCH PROTECTION                  |                            |                            |
0760 613.319                 130.000  M2  |       3.00000        390.00|       4.00000        520.00|       2.00000         260.00
  EROSION CONTROL BLANKET                 |                            |                            |
0770 615.07                  935.000  M3  |      34.00000      31790.00|      35.00000      32725.00|      24.00000       22440.00
  LOAM                                    |                            |                            |
0780 617.381                  50.000  M3  |      26.00000       1300.00|      30.00000       1500.00|      20.00000        1000.00
  EROSION CONTROL MIX                     |                            |                            |
0790 618.1301                 75.000  UN  |      26.00000       1950.00|      23.00000       1725.00|      21.00000        1575.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0800 618.1411                 12.000  UN  |      30.00000        360.00|      27.00000        324.00|      21.00000         252.00
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
0810 618.25                    5.000  M3  |      50.00000        250.00|     100.00000        500.00|      69.00000         345.00
  APPLIED WATER                           |                            |                            |
0820 619.1201                 95.000  UN  |      12.00000       1140.00|       8.00000        760.00|      15.00000        1425.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0830 620.58                  270.000  M2  |       3.50000        945.00|       4.00000       1080.00|       4.00000        1080.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0840 621.203                  15.000  EA  |     350.00000       5250.00|     420.00000       6300.00|     428.00000        6420.00
  MEDIUM DECIDUOUS TREE (50 MM - 65 MM    |                            |                            |
  CALIPER) GROUP C                        |                            |                            |
0850 621.273                  18.000  EA  |     390.00000       7020.00|     350.00000       6300.00|     428.00000        7704.00
  LARGE DECIDUOUS TREE (50 MM - 65 MM     |                            |                            |
  CALIPER) GROUP A                        |                            |                            |
0860 621.511                  12.000  EA  |      65.00000        780.00|      50.00000        600.00|      40.00000         480.00
  HYBRID RHODODENDRON (450 MM - 600 MM)   |                            |                            |
     LETTING DATE : 01/16/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/10/02
                                                                                                                   PAGE : 6
     LOCATION : LIMERICK                                TABULATION OF BIDS
                                            CONTRACT ID : 004217.10
                                                          =========
====================================================================================================================================
                                          |(   1  ) 001095             |(   2   ) 000460            |(   3  ) 000272
                                          |GORHAM SAND & GRAVEL, INC.  |M & H LOGGING AND CONSTRUCT |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0870 621.547                  60.000  EA  |      45.00000       2700.00|      60.00000       3600.00|      40.00000        2400.00
  DECIDUOUS SHRUBS (600 MM - 900 MM)      |                            |                            |
  GROUP B                                 |                            |                            |
0880 621.65                    6.000  EA  |      50.00000        300.00|      40.00000        240.00|      30.00000         180.00
  VINES (300 MM - 375 MM) GROUP A         |                            |                            |
0890 621.80                           LUMP|    4000.00000       4000.00|    3300.00000       3300.00|    1000.00000        1000.00
  ESTABLISHMENT PERIOD                    |                            |                            |
0900 627.71                 3400.000  M   |       0.80000       2720.00|       0.50000       1700.00|       0.70000        2380.00
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
0910 627.73                 3400.000  M   |       0.80000       2720.00|       0.50000       1700.00|       0.70000        2380.00
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
0920 627.75                   70.000  M2  |      23.00000       1610.00|      19.00000       1330.00|      19.00000        1330.00
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0930 627.78                 7000.000  M   |       1.25000       8750.00|       0.50000       3500.00|       0.70000        4900.00
  TEMPORARY 100 MM PAINTED PAVEMENT       |                            |                            |
  MARKING LINE, WHITE OR YELLOW           |                            |                            |
0940 629.05                   40.000  MH  |      25.00000       1000.00|      20.00000        800.00|      25.00000        1000.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0950 631.10                   20.000  HR  |      25.00000        500.00|      50.00000       1000.00|      35.00000         700.00
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0960 631.11                   20.000  HR  |      25.00000        500.00|      25.00000        500.00|      35.00000         700.00
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0970 631.12                   40.000  HR  |     125.00000       5000.00|      65.00000       2600.00|      90.00000        3600.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0980 631.13                   10.000  HR  |      75.00000        750.00|      55.00000        550.00|      55.00000         550.00
  BULLDOZER (INCLUDING OPERATOR)          |                            |                            |
0990 631.172                  20.000  HR  |      45.00000        900.00|      40.00000        800.00|      40.00000         800.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
1000 631.18                   15.000  HR  |      35.00000        525.00|      20.00000        300.00|      40.00000         600.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
1010 631.20                   10.000  HR  |     125.00000       1250.00|     100.00000       1000.00|      90.00000         900.00
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
1020 631.22                   10.000  HR  |      85.00000        850.00|      50.00000        500.00|      55.00000         550.00
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
1030 631.32                   10.000  HR  |      45.00000        450.00|     100.00000       1000.00|      90.00000         900.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
1040 636.60                   25.000  M2  |     275.00000       6875.00|     420.00000      10500.00|     300.00000        7500.00
  MSE SEGMENTAL RETAINING WALL            |                            |                            |
1050 637.071                          LUMP|    6000.00000       6000.00|   14000.00000      14000.00|    8000.00000        8000.00
  DUST CONTROL                            |                            |                            |
     LETTING DATE : 01/16/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/10/02
                                                                                                                   PAGE : 7
     LOCATION : LIMERICK                                TABULATION OF BIDS
                                            CONTRACT ID : 004217.10
                                                          =========
====================================================================================================================================
                                          |(   1  ) 001095             |(   2   ) 000460            |(   3  ) 000272
                                          |GORHAM SAND & GRAVEL, INC.  |M & H LOGGING AND CONSTRUCT |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1060 639.18                    1.000  EA  |    6000.00000       6000.00|    5000.00000       5000.00|    7000.00000        7000.00
  FIELD OFFICE TYPE A                     |                            |                            |
1070 642.15                    1.000  EA  |    2000.00000       2000.00|    1200.00000       1200.00|    1200.00000        1200.00
  PRECAST CONCRETE STEPS                  |                            |                            |
1080 643.72                           LUMP|   27000.00000      27000.00|   26500.00000      26500.00|   21105.00000       21105.00
  TEMPORARY TRAFFIC SIGNAL                |                            |                            |
1090 652.31                   75.000  EA  |      20.00000       1500.00|      55.00000       4125.00|      55.00000        4125.00
  TYPE I BARRICADE                        |                            |                            |
1100 652.311                  10.000  EA  |      35.00000        350.00|      25.00000        250.00|      55.00000         550.00
  TYPE II BARRICADE                       |                            |                            |
1110 652.33                   50.000  EA  |      25.00000       1250.00|      55.00000       2750.00|      55.00000        2750.00
  DRUM                                    |                            |                            |
1120 652.34                   50.000  EA  |      10.00000        500.00|      20.00000       1000.00|      16.00000         800.00
  CONE                                    |                            |                            |
1130 652.35                   90.000  M2  |      85.00000       7650.00|     160.00000      14400.00|      90.00000        8100.00
  CONSTRUCTION SIGNS                      |                            |                            |
1140 652.361                 140.000  LS  |   12000.00000      12000.00|    7500.00000       7500.00|    5000.00000        5000.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
1150 652.37                    2.000  GP  |    2500.00000       5000.00|    2400.00000       4800.00|    1800.00000        3600.00
  WARNING LIGHTS                          |                            |                            |
1160 652.38                 4000.000  MH  |      12.00000      48000.00|      16.00000      64000.00|      13.00000       52000.00
  FLAGGER                                 |                            |                            |
1170 656.75                           LUMP|   20000.00000      20000.00|   14333.00000      14333.00|    8000.00000        8000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
1180 658.20                   21.000  M2  |      76.19000       1599.99|      26.00000        546.00|      36.00000         756.00
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
1190 659.10                           LUMP|  124000.00000     124000.00|  190000.00000     190000.00|  250000.00000      250000.00
  MOBILIZATION                            |                            |                            |
1200 660.21                 2000.000  MH  |       2.00000       4000.00|      12.00000      24000.00|       1.00000        2000.00
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  2,199,963.99|             $  2,284,000.00|              $  2,260,668.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   SEWER ITEMS
                                          |                            |                            |
1210 206.07                   50.000  M3  |     100.00000       5000.00|     125.00000       6250.00|     150.00000        7500.00
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
1220 304.10                   50.000  M3  |      24.00000       1200.00|      20.00000       1000.00|      28.00000        1400.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
1230 403.207                  12.000  MG  |     100.00000       1200.00|     132.00000       1584.00|     100.00000        1200.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
     LETTING DATE : 01/16/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/10/02
                                                                                                                   PAGE : 8
     LOCATION : LIMERICK                                TABULATION OF BIDS
                                            CONTRACT ID : 004217.10
                                                          =========
====================================================================================================================================
                                          |(   1  ) 001095             |(   2   ) 000460            |(   3  ) 000272
                                          |GORHAM SAND & GRAVEL, INC.  |M & H LOGGING AND CONSTRUCT |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1240 403.208                   6.000  MG  |     100.00000        600.00|     132.00000        792.00|     100.00000         600.00
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
1250 604.166                   2.000  EA  |    1150.00000       2300.00|     500.00000       1000.00|    1500.00000        3000.00
  REBUILDING MANHOLE                      |                            |                            |
1260 604.18                   17.000  EA  |     300.00000       5100.00|     300.00000       5100.00|     300.00000        5100.00
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
1270 801.16                  118.000  M   |     132.00000      15576.00|     110.00000      12980.00|     315.00000       37170.00
  150 MM PVC SANITARY SEWER               |                            |                            |
1280 801.17                  516.000  M   |     168.00000      86688.00|     125.00000      64500.00|     345.00000      178020.00
  200 MM PVC SANITARY SEWER (SDR-35)      |                            |                            |
1290 803.16                    9.000  EA  |    2100.00000      18900.00|    2500.00000      22500.00|    4500.00000       40500.00
  1.2 M DIAMETER PRECAST SEWER MANHOLE    |                            |                            |
1300 827.33                   10.000  M   |      20.00000        200.00|      12.00000        120.00|      11.00000         110.00
  TRENCH INSULATION                       |                            |                            |
     SECTION TOTALS                       |             $    136,764.00|             $    115,826.00|              $    274,600.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003   WATER ITEMS
                                          |                            |                            |
1310 206.07                   50.000  M3  |     100.00000       5000.00|     125.00000       6250.00|     150.00000        7500.00
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
1320 822.33                   10.000  M   |     126.00000       1260.00|     240.00000       2400.00|     200.00000        2000.00
  150 MM CLASS 52 DI PIPE                 |                            |                            |
1330 822.34                   65.000  M   |     132.00000       8580.00|     190.00000      12350.00|     200.00000       13000.00
  200 MM CLASS 52 DI PIPE                 |                            |                            |
1340 822.36                  532.000  M   |     164.00000      87248.00|     155.00000      82460.00|     200.00000      106400.00
  300 MM CLASS 52 DI PIPE                 |                            |                            |
1350 822.361                  12.000  M   |     325.00000       3900.00|     600.00000       7200.00|     560.00000        6720.00
  300 MM INSULATED CLASS 52 DUCTILE IRON  |                            |                            |
  PIPE                                    |                            |                            |
1360 822.364                  50.000  M   |    1615.00000      80750.00|     550.00000      27500.00|     600.00000       30000.00
  300 MM CL.55 DI RIVER CROSSING PIPE     |                            |                            |
1370 823.311                   6.000  EA  |    1100.00000       6600.00|    1700.00000      10200.00|    1400.00000        8400.00
  300MM  GATE  VALVE  WITH  BOX           |                            |                            |
1380 823.3251                  8.000  EA  |     900.00000       7200.00|    1300.00000      10400.00|     900.00000        7200.00
  200MM GATE VALVE WITH BOX               |                            |                            |
1390 824.30                    4.000  EA  |    2500.00000      10000.00|    3100.00000      12400.00|    2200.00000        8800.00
  FIRE HYDRANTS                           |                            |                            |
1400 825.311                  16.000  EA  |     200.00000       3200.00|     100.00000       1600.00|      80.00000        1280.00
  19 MM CORPORATION                       |                            |                            |
     LETTING DATE : 01/16/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/10/02
                                                                                                                   PAGE : 9
     LOCATION : LIMERICK                                TABULATION OF BIDS
                                            CONTRACT ID : 004217.10
                                                          =========
====================================================================================================================================
                                          |(   1  ) 001095             |(   2   ) 000460            |(   3  ) 000272
                                          |GORHAM SAND & GRAVEL, INC.  |M & H LOGGING AND CONSTRUCT |A & V CONSTRUCTION, CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1410 825.312                  16.000  EA  |     350.00000       5600.00|     150.00000       2400.00|     120.00000        1920.00
  19 MM CURB STOP                         |                            |                            |
1420 825.41                  115.000  M   |      82.00000       9430.00|      70.00000       8050.00|     100.00000       11500.00
  19 MM COPPER SERVICE                    |                            |                            |
1430 827.33                   40.000  M   |      20.00000        800.00|      15.00000        600.00|      11.00000         440.00
  TRENCH INSULATION                       |                            |                            |
     SECTION TOTALS                       |             $    229,568.00|             $    183,810.00|              $    205,160.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,566,295.99|             $  2,583,636.00|              $  2,740,428.00
====================================================================================================================================
     LETTING DATE : 01/16/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/10/02
                                                                                                                   PAGE : 10
     LOCATION : LIMERICK                                TABULATION OF BIDS
                                            CONTRACT ID : 004217.10
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000079             |(   5   ) 000648            |(   6  ) 000116
                                          |R J GRONDIN & SONS, INC.    |DEARBORN BROS. CONSTR. INC. |SHAW BROTHERS CONSTRUCTION, INC
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0020 201.24                   30.000  EA  |     550.00000      16500.00|     100.00000       3000.00|     200.00000        6000.00
  REMOVING STUMP                          |                            |                            |
0030 202.10                  160.000  LS  |   37500.00000      37500.00|   65000.00000      65000.00|   75000.00000       75000.00
  REMOVING EXISTING SUPERSTRUCTURE        |                            |                            |
  (PROPERTY OF CONTRACTOR)                |                            |                            |
0040 202.12                   32.000  M3  |     385.00000      12320.00|     510.00000      16320.00|      80.00000        2560.00
  REMOVING EXISTING STRUCTURAL CONCRETE   |                            |                            |
0050 202.15                    8.000  EA  |     375.00000       3000.00|     300.00000       2400.00|     250.00000        2000.00
  REMOVING MANHOLE OR CATCH BASIN         |                            |                            |
0060 202.203                 155.000  M2  |      15.00000       2325.00|      17.90000       2774.50|      22.00000        3410.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0070 203.20                13500.000  M3  |       8.00000     108000.00|       6.22000      83970.00|       7.20000       97200.00
  COMMON EXCAVATION                       |                            |                            |
0080 203.21                   50.000  M3  |      65.00000       3250.00|     144.10000       7205.00|     130.00000        6500.00
  ROCK EXCAVATION                         |                            |                            |
0090 203.25                   80.000  M3  |      17.35000       1388.00|      13.10000       1048.00|      16.00000        1280.00
  GRANULAR BORROW                         |                            |                            |
0100 206.061                   5.000  M3  |      34.25000        171.25|      32.50000        162.50|      50.00000         250.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0110 206.07                  460.000  M3  |     155.00000      71300.00|     130.50000      60030.00|     120.00000       55200.00
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0120 206.082                 160.000  M3  |      85.00000      13600.00|      13.00000       2080.00|      50.00000        8000.00
  STRUCTURAL EARTH EXCAVATION - MAJOR     |                            |                            |
  STRUCTURES                              |                            |                            |
0130 304.10                10200.000  M3  |      17.35000     176970.00|      17.00000     173400.00|      17.66000      180132.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0140 403.207                4500.000  MG  |      43.00000     193500.00|      50.00000     225000.00|      44.00000      198000.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0150 403.208                1775.000  MG  |      43.00000      76325.00|      55.00000      97625.00|      48.00000       85200.00
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
0160 403.209                 320.000  MG  |      90.00000      28800.00|     144.00000      46080.00|     132.00000       42240.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0170 403.211                  30.000  MG  |      65.00000       1950.00|     120.00000       3600.00|     110.00000        3300.00
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0180 409.15                 1270.000  L   |       2.25000       2857.50|       3.17000       4025.90|       1.10000        1397.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
     LETTING DATE : 01/16/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/10/02
                                                                                                                   PAGE : 11
     LOCATION : LIMERICK                                TABULATION OF BIDS
                                            CONTRACT ID : 004217.10
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000079             |(   5   ) 000648            |(   6  ) 000116
                                          |R J GRONDIN & SONS, INC.    |DEARBORN BROS. CONSTR. INC. |SHAW BROTHERS CONSTRUCTION, INC
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 502.21                  210.000  M3  |     450.00000      94500.00|     565.00000     118650.00|     700.00000      147000.00
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0200 502.25                   40.200  LS  |   16000.00000      16000.00|   22500.00000      22500.00|   65000.00000       65000.00
  STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB |                            |                            |
0210 502.261                  40.000  LS  |   16000.00000      16000.00|   22500.00000      22500.00|   38000.00000       38000.00
  SRRUCTURAL CONCRETE ROADWAY & SIDEWALK  |                            |                            |
  SLAB ON CONCRETE BRIDGES                |                            |                            |
0220 502.461                  11.000  M3  |     450.00000       4950.00|     565.00000       6215.00|     700.00000        7700.00
  STRUCTURAL CONCRETE, REPLACE CONCRETE   |                            |                            |
  SLAB                                    |                            |                            |
0230 502.62                    5.000  M2  |    1730.00000       8650.00|    1750.00000       8750.00|     850.00000        4250.00
  SUBSTRUCTURE REPAIR                     |                            |                            |
0240 503.12                 9650.000  KG  |       2.00000      19300.00|       1.00000       9650.00|       0.58000        5597.00
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0250 503.13                 9650.000  KG  |       1.85000      17852.50|       3.00000      28950.00|       1.50000       14475.00
  REINFORCING STEEL, PLACING              |                            |                            |
0260 508.13                  200.000  LS  |    2450.00000       2450.00|    5000.00000       5000.00|    5600.00000        5600.00
  MEMBRANE WATERPROOFING                  |                            |                            |
0270 512.081                  15.000  LS  |    3500.00000       3500.00|    5500.00000       5500.00|    2000.00000        2000.00
  FRENCH DRAINS                           |                            |                            |
0280 514.06                    1.000  EA  |     750.00000        750.00|    2500.00000       2500.00|    1250.00000        1250.00
  CURING BOX FOR CONCRETE CYLINDERS       |                            |                            |
0290 523.08                   16.000  EA  |     390.00000       6240.00|     203.00000       3248.00|     370.00000        5920.00
  ELASTOMERIC BRIDGE BEARING - LAMINATED  |                            |                            |
0300 525.25                           LUMP|   10780.00000      10780.00|   15000.00000      15000.00|   20000.00000       20000.00
  REPOINTING GRANITE MASONRY              |                            |                            |
0310 525.325                  70.000  M2  |     396.00000      27720.00|     538.00000      37660.00|     450.00000       31500.00
  DRY-LAID STONE RETAINING WALL           |                            |                            |
0320 526.301                  35.000  LS  |    5700.00000       5700.00|    2500.00000       2500.00|    1500.00000        1500.00
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0330 526.323                  25.700  LS  |   11570.00000      11570.00|   15000.00000      15000.00|   30000.00000       30000.00
  TEXAS CLASSIC RAIL                      |                            |                            |
0340 535.62                   20.000  LS  |   40000.00000      40000.00|   58125.00000      58125.00|   35000.00000       35000.00
  PRESTRESSED STRUCTURAL CONCRETE BOX BEA |                            |                            |
0350 603.159                 225.000  M   |     175.00000      39375.00|     131.20000      29520.00|      80.00000       18000.00
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0360 603.169                  26.000  M   |     180.00000       4680.00|     140.60000       3655.60|      82.00000        2132.00
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0370 603.179                  99.000  M   |     185.00000      18315.00|     151.00000      14949.00|      95.00000        9405.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
     LETTING DATE : 01/16/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/10/02
                                                                                                                   PAGE : 12
     LOCATION : LIMERICK                                TABULATION OF BIDS
                                            CONTRACT ID : 004217.10
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000079             |(   5   ) 000648            |(   6  ) 000116
                                          |R J GRONDIN & SONS, INC.    |DEARBORN BROS. CONSTR. INC. |SHAW BROTHERS CONSTRUCTION, INC
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 603.189                   8.000  M   |     365.00000       2920.00|     162.50000       1300.00|     163.00000        1304.00
  525 MM CULVERT PIPE OPTION III          |                            |                            |
0390 603.199                 180.000  M   |     285.00000      51300.00|     230.00000      41400.00|     137.50000       24750.00
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0400 603.42                   47.000  M   |     290.00000      13630.00|     230.85000      10849.95|     183.50000        8624.50
  750 MM REINFORCED CONCRETE PIPE CLASS I |                            |                            |
0410 604.072                  41.000  EA  |    2000.00000      82000.00|    1300.00000      53300.00|    2900.00000      118900.00
  CATCH BASIN TYPE A1-C                   |                            |                            |
0420 604.077                   6.000  EA  |    3125.00000      18750.00|    2000.00000      12000.00|    4900.00000       29400.00
  1800MM CATCH BASIN TYPE A1-C            |                            |                            |
0430 604.153                   1.000  EA  |    3075.00000       3075.00|    1650.00000       1650.00|    3600.00000        3600.00
  1500 MM MANHOLE                         |                            |                            |
0440 604.1551                  2.000  EA  |   13400.00000      26800.00|   10000.00000      20000.00|   16000.00000       32000.00
  SEDIMENT TANK UNIT                      |                            |                            |
0450 604.16                    1.000  EA  |     850.00000        850.00|     750.00000        750.00|     400.00000         400.00
  ALTERING CATCH BASIN TO MANHOLES        |                            |                            |
0460 604.18                    1.000  EA  |     475.00000        475.00|     300.00000        300.00|     300.00000         300.00
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0470 604.247                   2.000  EA  |    1875.00000       3750.00|    1300.00000       2600.00|    1600.00000        3200.00
  CATCH BASIN TYPE F5-C                   |                            |                            |
0480 604.252                   6.000  EA  |    2250.00000      13500.00|    1300.00000       7800.00|    1600.00000        9600.00
  CATCH BASIN TYPE A5-C                   |                            |                            |
0490 604.262                   2.000  EA  |    1565.00000       3130.00|    1300.00000       2600.00|    1600.00000        3200.00
  CATCH BASIN TYPE B5-C                   |                            |                            |
0500 605.09                 1400.000  M   |      95.00000     133000.00|      75.00000     105000.00|      59.00000       82600.00
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0510 605.10                   15.000  M   |      95.00000       1425.00|     100.00000       1500.00|     105.00000        1575.00
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0520 605.11                  610.000  M   |     140.00000      85400.00|     108.20000      66002.00|      92.00000       56120.00
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0530 605.12                  335.000  M   |     145.00000      48575.00|     118.20000      39597.00|     105.00000       35175.00
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0540 605.13                  120.000  M   |     165.00000      19800.00|     131.33000      15759.60|     121.50000       14580.00
  450 MM UNDERDRAIN TYPE C                |                            |                            |
0550 605.15                   20.000  M   |     230.00000       4600.00|     148.50000       2970.00|     160.00000        3200.00
  600 MM UNDERDRAIN TYPE C                |                            |                            |
0560 606.17                   60.000  M   |      42.65000       2559.00|      70.00000       4200.00|      47.00000        2820.00
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0570 606.1721                  4.000  EA  |    1150.00000       4600.00|    1500.00000       6000.00|    1265.00000        5060.00
  BRIDGE TRANSITION - TYPE 1              |                            |                            |
     LETTING DATE : 01/16/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/10/02
                                                                                                                   PAGE : 13
     LOCATION : LIMERICK                                TABULATION OF BIDS
                                            CONTRACT ID : 004217.10
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000079             |(   5   ) 000648            |(   6  ) 000116
                                          |R J GRONDIN & SONS, INC.    |DEARBORN BROS. CONSTR. INC. |SHAW BROTHERS CONSTRUCTION, INC
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0580 606.22                   30.000  M   |      47.60000       1428.00|      75.00000       2250.00|      52.00000        1560.00
  GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS   |                            |                            |
0590 606.265                   3.000  EA  |      45.00000        135.00|      75.00000        225.00|      50.00000         150.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0600 606.35                    8.000  EA  |      35.00000        280.00|      50.00000        400.00|      40.00000         320.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0610 606.363                  75.000  M   |       4.95000        371.25|      32.80000       2460.00|       5.00000         375.00
  GUARDRAIL REMOVE AND DISPOSE            |                            |                            |
0620 606.76                    1.000  EA  |    1600.00000       1600.00|    2500.00000       2500.00|    1800.00000        1800.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0630 607.163                  36.000  M   |      55.78000       2008.08|     147.50000       5310.00|      61.00000        2196.00
  CHAIN LINK FENCE - 1.2 METER P.V.C.     |                            |                            |
  COATED                                  |                            |                            |
0640 607.35                    6.000  EA  |     180.00000       1080.00|     250.00000       1500.00|     200.00000        1200.00
  BRACING ASSEMBLY CHAIN LINK FENCE PVC   |                            |                            |
  COATED COATED                           |                            |                            |
0650 608.08                 1780.000  M2  |      42.00000      74760.00|      59.00000     105020.00|      75.00000      133500.00
  REINFORCED CONCRETE SIDEWALK            |                            |                            |
0660 609.11                 2050.000  M   |      75.00000     153750.00|      85.00000     174250.00|      69.00000      141450.00
  VERTICAL CURB TYPE 1                    |                            |                            |
0670 609.12                  151.000  M   |     100.00000      15100.00|     104.90000      15839.90|      98.00000       14798.00
  VERTICAL CURB TYPE 1 - CIRCULAR         |                            |                            |
0680 609.234                  74.000  EA  |     135.00000       9990.00|     150.00000      11100.00|     100.00000        7400.00
  TERMINAL CURB TYPE 1 - 1.2 METER        |                            |                            |
0690 609.237                  67.000  EA  |     225.00000      15075.00|     190.00000      12730.00|     150.00000       10050.00
  TERMINAL CURB TYPE 1 - 2.1 METER        |                            |                            |
0700 609.311                  11.000  M   |      20.00000        220.00|     196.36000       2159.96|     110.00000        1210.00
  SPECIAL CURB- CAPE COD DESIGN           |                            |                            |
0710 609.34                   17.000  M   |      94.00000       1598.00|      85.65000       1456.05|      63.00000        1071.00
  CURB TYPE 5                             |                            |                            |
0720 609.35                    6.000  M   |     300.00000       1800.00|     120.00000        720.00|     200.00000        1200.00
  CURB TYPE 5 - CIRCULAR                  |                            |                            |
0730 610.08                  130.000  M3  |     115.00000      14950.00|      65.50000       8515.00|      65.00000        8450.00
  PLAIN RIPRAP                            |                            |                            |
0740 610.09                    2.000  M3  |     375.00000        750.00|     137.50000        275.00|     200.00000         400.00
  HAND LAID RIPRAP                        |                            |                            |
0750 610.18                   70.000  M3  |     115.00000       8050.00|      58.85000       4119.50|      85.00000        5950.00
  STONE DITCH PROTECTION                  |                            |                            |
0760 613.319                 130.000  M2  |       6.50000        845.00|      21.55000       2801.50|       1.50000         195.00
  EROSION CONTROL BLANKET                 |                            |                            |
     LETTING DATE : 01/16/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/10/02
                                                                                                                   PAGE : 14
     LOCATION : LIMERICK                                TABULATION OF BIDS
                                            CONTRACT ID : 004217.10
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000079             |(   5   ) 000648            |(   6  ) 000116
                                          |R J GRONDIN & SONS, INC.    |DEARBORN BROS. CONSTR. INC. |SHAW BROTHERS CONSTRUCTION, INC
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0770 615.07                  935.000  M3  |      50.00000      46750.00|      26.20000      24497.00|      46.00000       43010.00
  LOAM                                    |                            |                            |
0780 617.381                  50.000  M3  |      45.00000       2250.00|      65.50000       3275.00|      33.00000        1650.00
  EROSION CONTROL MIX                     |                            |                            |
0790 618.1301                 75.000  UN  |      21.00000       1575.00|      70.00000       5250.00|      30.00000        2250.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0800 618.1411                 12.000  UN  |      25.00000        300.00|      50.00000        600.00|      30.00000         360.00
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
0810 618.25                    5.000  M3  |      65.00000        325.00|      10.00000         50.00|      21.00000         105.00
  APPLIED WATER                           |                            |                            |
0820 619.1201                 95.000  UN  |       7.35000        698.25|      50.00000       4750.00|      11.00000        1045.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0830 620.58                  270.000  M2  |       4.75000       1282.50|      11.00000       2970.00|       4.00000        1080.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0840 621.203                  15.000  EA  |     368.50000       5527.50|     600.00000       9000.00|     460.00000        6900.00
  MEDIUM DECIDUOUS TREE (50 MM - 65 MM    |                            |                            |
  CALIPER) GROUP C                        |                            |                            |
0850 621.273                  18.000  EA  |     309.00000       5562.00|     600.00000      10800.00|     460.00000        8280.00
  LARGE DECIDUOUS TREE (50 MM - 65 MM     |                            |                            |
  CALIPER) GROUP A                        |                            |                            |
0860 621.511                  12.000  EA  |      40.25000        483.00|      60.00000        720.00|      44.00000         528.00
  HYBRID RHODODENDRON (450 MM - 600 MM)   |                            |                            |
0870 621.547                  60.000  EA  |      50.00000       3000.00|      50.00000       3000.00|      44.00000        2640.00
  DECIDUOUS SHRUBS (600 MM - 900 MM)      |                            |                            |
  GROUP B                                 |                            |                            |
0880 621.65                    6.000  EA  |      27.25000        163.50|      65.00000        390.00|      33.00000         198.00
  VINES (300 MM - 375 MM) GROUP A         |                            |                            |
0890 621.80                           LUMP|    3000.00000       3000.00|    2500.00000       2500.00|    1200.00000        1200.00
  ESTABLISHMENT PERIOD                    |                            |                            |
0900 627.71                 3400.000  M   |       0.35000       1190.00|       1.08000       3672.00|       0.38000        1292.00
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
0910 627.73                 3400.000  M   |       0.35000       1190.00|       1.08000       3672.00|       0.38000        1292.00
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
0920 627.75                   70.000  M2  |      17.25000       1207.50|      86.05000       6023.50|      19.00000        1330.00
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0930 627.78                 7000.000  M   |       0.45000       3150.00|       1.08000       7560.00|       0.60000        4200.00
  TEMPORARY 100 MM PAINTED PAVEMENT       |                            |                            |
  MARKING LINE, WHITE OR YELLOW           |                            |                            |
0940 629.05                   40.000  MH  |      40.00000       1600.00|      32.00000       1280.00|      28.00000        1120.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
     LETTING DATE : 01/16/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/10/02
                                                                                                                   PAGE : 15
     LOCATION : LIMERICK                                TABULATION OF BIDS
                                            CONTRACT ID : 004217.10
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000079             |(   5   ) 000648            |(   6  ) 000116
                                          |R J GRONDIN & SONS, INC.    |DEARBORN BROS. CONSTR. INC. |SHAW BROTHERS CONSTRUCTION, INC
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0950 631.10                   20.000  HR  |      10.00000        200.00|      75.00000       1500.00|      38.00000         760.00
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0960 631.11                   20.000  HR  |      23.00000        460.00|      50.00000       1000.00|      32.00000         640.00
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0970 631.12                   40.000  HR  |      95.00000       3800.00|     125.00000       5000.00|     130.00000        5200.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0980 631.13                   10.000  HR  |      45.00000        450.00|      80.00000        800.00|      80.00000         800.00
  BULLDOZER (INCLUDING OPERATOR)          |                            |                            |
0990 631.172                  20.000  HR  |      38.00000        760.00|      45.00000        900.00|      57.00000        1140.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
1000 631.18                   15.000  HR  |      37.00000        555.00|      45.00000        675.00|      28.00000         420.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
1010 631.20                   10.000  HR  |     215.00000       2150.00|     100.00000       1000.00|     150.00000        1500.00
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
1020 631.22                   10.000  HR  |      45.00000        450.00|      80.00000        800.00|      75.00000         750.00
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
1030 631.32                   10.000  HR  |     275.00000       2750.00|     100.00000       1000.00|     200.00000        2000.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
1040 636.60                   25.000  M2  |     625.00000      15625.00|     190.00000       4750.00|     350.00000        8750.00
  MSE SEGMENTAL RETAINING WALL            |                            |                            |
1050 637.071                          LUMP|    1500.00000       1500.00|   20000.00000      20000.00|     100.00000         100.00
  DUST CONTROL                            |                            |                            |
1060 639.18                    1.000  EA  |    2750.00000       2750.00|    8000.00000       8000.00|    8000.00000        8000.00
  FIELD OFFICE TYPE A                     |                            |                            |
1070 642.15                    1.000  EA  |    1875.00000       1875.00|     500.00000        500.00|    1800.00000        1800.00
  PRECAST CONCRETE STEPS                  |                            |                            |
1080 643.72                           LUMP|   18500.00000      18500.00|   31000.00000      31000.00|   28000.00000       28000.00
  TEMPORARY TRAFFIC SIGNAL                |                            |                            |
1090 652.31                   75.000  EA  |      40.00000       3000.00|      50.00000       3750.00|      80.00000        6000.00
  TYPE I BARRICADE                        |                            |                            |
1100 652.311                  10.000  EA  |      50.00000        500.00|      50.00000        500.00|     120.00000        1200.00
  TYPE II BARRICADE                       |                            |                            |
1110 652.33                   50.000  EA  |      50.00000       2500.00|      50.00000       2500.00|      70.00000        3500.00
  DRUM                                    |                            |                            |
1120 652.34                   50.000  EA  |      30.00000       1500.00|      30.00000       1500.00|      30.00000        1500.00
  CONE                                    |                            |                            |
1130 652.35                   90.000  M2  |      75.00000       6750.00|      86.04000       7743.60|     150.00000       13500.00
  CONSTRUCTION SIGNS                      |                            |                            |
1140 652.361                 140.000  LS  |   25000.00000      25000.00|   15000.00000      15000.00|   20000.00000       20000.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
     LETTING DATE : 01/16/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/10/02
                                                                                                                   PAGE : 16
     LOCATION : LIMERICK                                TABULATION OF BIDS
                                            CONTRACT ID : 004217.10
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000079             |(   5   ) 000648            |(   6  ) 000116
                                          |R J GRONDIN & SONS, INC.    |DEARBORN BROS. CONSTR. INC. |SHAW BROTHERS CONSTRUCTION, INC
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1150 652.37                    2.000  GP  |    1800.00000       3600.00|    4500.00000       9000.00|    1500.00000        3000.00
  WARNING LIGHTS                          |                            |                            |
1160 652.38                 4000.000  MH  |      22.50000      90000.00|      17.50000      70000.00|      18.00000       72000.00
  FLAGGER                                 |                            |                            |
1170 656.75                           LUMP|    1500.00000       1500.00|   35000.00000      35000.00|   25000.00000       25000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
1180 658.20                   21.000  M2  |      24.50000        514.50|      81.00000       1701.00|      27.00000         567.00
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
1190 659.10                           LUMP|  243000.00000     243000.00|  170000.00000     170000.00|  250000.00000      250000.00
  MOBILIZATION                            |                            |                            |
1200 660.21                 2000.000  MH  |       1.00000       2000.00|       3.00000       6000.00|       5.00000       10000.00
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  2,432,962.33|             $  2,442,433.06|              $  2,526,288.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   SEWER ITEMS
                                          |                            |                            |
1210 206.07                   50.000  M3  |     175.00000       8750.00|     163.50000       8175.00|     163.00000        8150.00
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
1220 304.10                   50.000  M3  |      10.25000        512.50|      20.80000       1040.00|      21.00000        1050.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
1230 403.207                  12.000  MG  |     135.00000       1620.00|     110.00000       1320.00|     132.00000        1584.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
1240 403.208                   6.000  MG  |     135.00000        810.00|     110.00000        660.00|     132.00000         792.00
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
1250 604.166                   2.000  EA  |     525.00000       1050.00|    1000.00000       2000.00|    1200.00000        2400.00
  REBUILDING MANHOLE                      |                            |                            |
1260 604.18                   17.000  EA  |     225.00000       3825.00|     500.00000       8500.00|     325.00000        5525.00
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
1270 801.16                  118.000  M   |     120.00000      14160.00|     148.00000      17464.00|     115.00000       13570.00
  150 MM PVC SANITARY SEWER               |                            |                            |
1280 801.17                  516.000  M   |     138.00000      71208.00|     165.00000      85140.00|     135.00000       69660.00
  200 MM PVC SANITARY SEWER (SDR-35)      |                            |                            |
1290 803.16                    9.000  EA  |    1825.00000      16425.00|    3750.00000      33750.00|    2900.00000       26100.00
  1.2 M DIAMETER PRECAST SEWER MANHOLE    |                            |                            |
1300 827.33                   10.000  M   |      19.00000        190.00|      32.40000        324.00|      20.00000         200.00
  TRENCH INSULATION                       |                            |                            |
     SECTION TOTALS                       |             $    118,550.50|             $    158,373.00|              $    129,031.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003   WATER ITEMS
                                          |                            |                            |
     LETTING DATE : 01/16/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/10/02
                                                                                                                   PAGE : 17
     LOCATION : LIMERICK                                TABULATION OF BIDS
                                            CONTRACT ID : 004217.10
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000079             |(   5   ) 000648            |(   6  ) 000116
                                          |R J GRONDIN & SONS, INC.    |DEARBORN BROS. CONSTR. INC. |SHAW BROTHERS CONSTRUCTION, INC
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1310 206.07                   50.000  M3  |     170.00000       8500.00|     163.50000       8175.00|     163.00000        8150.00
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
1320 822.33                   10.000  M   |     100.00000       1000.00|     138.60000       1386.00|     150.00000        1500.00
  150 MM CLASS 52 DI PIPE                 |                            |                            |
1330 822.34                   65.000  M   |     105.00000       6825.00|     158.00000      10270.00|     131.00000        8515.00
  200 MM CLASS 52 DI PIPE                 |                            |                            |
1340 822.36                  532.000  M   |     235.00000     125020.00|     164.00000      87248.00|     142.70000       75916.40
  300 MM CLASS 52 DI PIPE                 |                            |                            |
1350 822.361                  12.000  M   |     425.00000       5100.00|     500.00000       6000.00|     650.00000        7800.00
  300 MM INSULATED CLASS 52 DUCTILE IRON  |                            |                            |
  PIPE                                    |                            |                            |
1360 822.364                  50.000  M   |     700.00000      35000.00|     660.00000      33000.00|     738.00000       36900.00
  300 MM CL.55 DI RIVER CROSSING PIPE     |                            |                            |
1370 823.311                   6.000  EA  |    1350.00000       8100.00|    1200.00000       7200.00|    1200.00000        7200.00
  300MM  GATE  VALVE  WITH  BOX           |                            |                            |
1380 823.3251                  8.000  EA  |     925.00000       7400.00|     950.00000       7600.00|     750.00000        6000.00
  200MM GATE VALVE WITH BOX               |                            |                            |
1390 824.30                    4.000  EA  |    1850.00000       7400.00|    3000.00000      12000.00|    3000.00000       12000.00
  FIRE HYDRANTS                           |                            |                            |
1400 825.311                  16.000  EA  |     130.00000       2080.00|     250.00000       4000.00|     125.00000        2000.00
  19 MM CORPORATION                       |                            |                            |
1410 825.312                  16.000  EA  |     130.00000       2080.00|     250.00000       4000.00|     125.00000        2000.00
  19 MM CURB STOP                         |                            |                            |
1420 825.41                  115.000  M   |      90.00000      10350.00|     164.00000      18860.00|      85.00000        9775.00
  19 MM COPPER SERVICE                    |                            |                            |
1430 827.33                   40.000  M   |      17.00000        680.00|      32.40000       1296.00|      20.00000         800.00
  TRENCH INSULATION                       |                            |                            |
     SECTION TOTALS                       |             $    219,535.00|             $    201,035.00|              $    178,556.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,771,047.83|             $  2,801,841.06|              $  2,833,875.90
====================================================================================================================================
     LETTING DATE : 01/16/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/10/02
                                                                                                                   PAGE : 18
     LOCATION : LIMERICK                                TABULATION OF BIDS
                                            CONTRACT ID : 004217.10
                                                          =========
====================================================================================================================================
                                          |(   7  ) 000164             |(   8   ) 000416            |(      )
                                          |C P M CONSTRUCTORS          |T BUCK CONSTRUCTION INC.    |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0020 201.24                   30.000  EA  |     200.00000       6000.00|      50.00000       1500.00|
  REMOVING STUMP                          |                            |                            |
0030 202.10                  160.000  LS  |   50000.00000      50000.00|   66938.00000      66938.00|
  REMOVING EXISTING SUPERSTRUCTURE        |                            |                            |
  (PROPERTY OF CONTRACTOR)                |                            |                            |
0040 202.12                   32.000  M3  |     900.00000      28800.00|     270.00000       8640.00|
  REMOVING EXISTING STRUCTURAL CONCRETE   |                            |                            |
0050 202.15                    8.000  EA  |     350.00000       2800.00|    1380.00000      11040.00|
  REMOVING MANHOLE OR CATCH BASIN         |                            |                            |
0060 202.203                 155.000  M2  |      15.00000       2325.00|      13.00000       2015.00|
  PAVEMENT BUTT JOINTS                    |                            |                            |
0070 203.20                13500.000  M3  |       8.00000     108000.00|      12.00000     162000.00|
  COMMON EXCAVATION                       |                            |                            |
0080 203.21                   50.000  M3  |     125.00000       6250.00|     153.00000       7650.00|
  ROCK EXCAVATION                         |                            |                            |
0090 203.25                   80.000  M3  |      30.00000       2400.00|      15.00000       1200.00|
  GRANULAR BORROW                         |                            |                            |
0100 206.061                   5.000  M3  |     100.00000        500.00|      45.00000        225.00|
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0110 206.07                  460.000  M3  |     200.00000      92000.00|     108.00000      49680.00|
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0120 206.082                 160.000  M3  |      25.00000       4000.00|      20.00000       3200.00|
  STRUCTURAL EARTH EXCAVATION - MAJOR     |                            |                            |
  STRUCTURES                              |                            |                            |
0130 304.10                10200.000  M3  |      17.00000     173400.00|      28.00000     285600.00|
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0140 403.207                4500.000  MG  |      43.50000     195750.00|      42.00000     189000.00|
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0150 403.208                1775.000  MG  |      43.50000      77212.50|      45.00000      79875.00|
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
0160 403.209                 320.000  MG  |      90.00000      28800.00|     120.00000      38400.00|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0170 403.211                  30.000  MG  |      43.50000       1305.00|     100.00000       3000.00|
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0180 409.15                 1270.000  L   |       1.00000       1270.00|       1.00000       1270.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
     LETTING DATE : 01/16/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/10/02
                                                                                                                   PAGE : 19
     LOCATION : LIMERICK                                TABULATION OF BIDS
                                            CONTRACT ID : 004217.10
                                                          =========
====================================================================================================================================
                                          |(   7  ) 000164             |(   8   ) 000416            |(      )
                                          |C P M CONSTRUCTORS          |T BUCK CONSTRUCTION INC.    |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 502.21                  210.000  M3  |     400.00000      84000.00|     285.00000      59850.00|
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0200 502.25                   40.200  LS  |   25000.00000      25000.00|   19000.00000      19000.00|
  STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB |                            |                            |
0210 502.261                  40.000  LS  |   50000.00000      50000.00|   76400.00000      76400.00|
  SRRUCTURAL CONCRETE ROADWAY & SIDEWALK  |                            |                            |
  SLAB ON CONCRETE BRIDGES                |                            |                            |
0220 502.461                  11.000  M3  |     420.00000       4620.00|     260.00000       2860.00|
  STRUCTURAL CONCRETE, REPLACE CONCRETE   |                            |                            |
  SLAB                                    |                            |                            |
0230 502.62                    5.000  M2  |     700.00000       3500.00|    1225.00000       6125.00|
  SUBSTRUCTURE REPAIR                     |                            |                            |
0240 503.12                 9650.000  KG  |       1.00000       9650.00|       0.82000       7913.00|
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0250 503.13                 9650.000  KG  |       1.50000      14475.00|       0.38000       3667.00|
  REINFORCING STEEL, PLACING              |                            |                            |
0260 508.13                  200.000  LS  |    4000.00000       4000.00|    3000.00000       3000.00|
  MEMBRANE WATERPROOFING                  |                            |                            |
0270 512.081                  15.000  LS  |    2500.00000       2500.00|    2000.00000       2000.00|
  FRENCH DRAINS                           |                            |                            |
0280 514.06                    1.000  EA  |     750.00000        750.00|    1900.00000       1900.00|
  CURING BOX FOR CONCRETE CYLINDERS       |                            |                            |
0290 523.08                   16.000  EA  |     500.00000       8000.00|     285.00000       4560.00|
  ELASTOMERIC BRIDGE BEARING - LAMINATED  |                            |                            |
0300 525.25                           LUMP|   15000.00000      15000.00|   18000.00000      18000.00|
  REPOINTING GRANITE MASONRY              |                            |                            |
0310 525.325                  70.000  M2  |     850.00000      59500.00|     350.00000      24500.00|
  DRY-LAID STONE RETAINING WALL           |                            |                            |
0320 526.301                  35.000  LS  |   12000.00000      12000.00|    4500.00000       4500.00|
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0330 526.323                  25.700  LS  |   12000.00000      12000.00|   13000.00000      13000.00|
  TEXAS CLASSIC RAIL                      |                            |                            |
0340 535.62                   20.000  LS  |   40000.00000      40000.00|  112400.00000     112400.00|
  PRESTRESSED STRUCTURAL CONCRETE BOX BEA |                            |                            |
0350 603.159                 225.000  M   |     190.00000      42750.00|     235.00000      52875.00|
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0360 603.169                  26.000  M   |     195.00000       5070.00|     163.00000       4238.00|
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0370 603.179                  99.000  M   |     225.00000      22275.00|     150.00000      14850.00|
  450 MM CULVERT PIPE OPTION III          |                            |                            |
     LETTING DATE : 01/16/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/10/02
                                                                                                                   PAGE : 20
     LOCATION : LIMERICK                                TABULATION OF BIDS
                                            CONTRACT ID : 004217.10
                                                          =========
====================================================================================================================================
                                          |(   7  ) 000164             |(   8   ) 000416            |(      )
                                          |C P M CONSTRUCTORS          |T BUCK CONSTRUCTION INC.    |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 603.189                   8.000  M   |     250.00000       2000.00|     290.00000       2320.00|
  525 MM CULVERT PIPE OPTION III          |                            |                            |
0390 603.199                 180.000  M   |     275.00000      49500.00|     173.00000      31140.00|
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0400 603.42                   47.000  M   |     350.00000      16450.00|     395.00000      18565.00|
  750 MM REINFORCED CONCRETE PIPE CLASS I |                            |                            |
0410 604.072                  41.000  EA  |    2500.00000     102500.00|    2830.00000     116030.00|
  CATCH BASIN TYPE A1-C                   |                            |                            |
0420 604.077                   6.000  EA  |    3500.00000      21000.00|    4625.00000      27750.00|
  1800MM CATCH BASIN TYPE A1-C            |                            |                            |
0430 604.153                   1.000  EA  |    3200.00000       3200.00|    4500.00000       4500.00|
  1500 MM MANHOLE                         |                            |                            |
0440 604.1551                  2.000  EA  |   18000.00000      36000.00|   14000.00000      28000.00|
  SEDIMENT TANK UNIT                      |                            |                            |
0450 604.16                    1.000  EA  |     500.00000        500.00|    3742.00000       3742.00|
  ALTERING CATCH BASIN TO MANHOLES        |                            |                            |
0460 604.18                    1.000  EA  |     300.00000        300.00|     655.00000        655.00|
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0470 604.247                   2.000  EA  |    1300.00000       2600.00|    2070.00000       4140.00|
  CATCH BASIN TYPE F5-C                   |                            |                            |
0480 604.252                   6.000  EA  |    2500.00000      15000.00|    2752.00000      16512.00|
  CATCH BASIN TYPE A5-C                   |                            |                            |
0490 604.262                   2.000  EA  |    2200.00000       4400.00|    3300.00000       6600.00|
  CATCH BASIN TYPE B5-C                   |                            |                            |
0500 605.09                 1400.000  M   |      90.00000     126000.00|     125.00000     175000.00|
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0510 605.10                   15.000  M   |      90.00000       1350.00|     103.00000       1545.00|
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0520 605.11                  610.000  M   |     100.00000      61000.00|     140.00000      85400.00|
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0530 605.12                  335.000  M   |     125.00000      41875.00|     117.00000      39195.00|
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0540 605.13                  120.000  M   |     135.00000      16200.00|     123.00000      14760.00|
  450 MM UNDERDRAIN TYPE C                |                            |                            |
0550 605.15                   20.000  M   |     225.00000       4500.00|     217.00000       4340.00|
  600 MM UNDERDRAIN TYPE C                |                            |                            |
0560 606.17                   60.000  M   |      43.00000       2580.00|      42.65000       2559.00|
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0570 606.1721                  4.000  EA  |    1200.00000       4800.00|    1425.00000       5700.00|
  BRIDGE TRANSITION - TYPE 1              |                            |                            |
     LETTING DATE : 01/16/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/10/02
                                                                                                                   PAGE : 21
     LOCATION : LIMERICK                                TABULATION OF BIDS
                                            CONTRACT ID : 004217.10
                                                          =========
====================================================================================================================================
                                          |(   7  ) 000164             |(   8   ) 000416            |(      )
                                          |C P M CONSTRUCTORS          |T BUCK CONSTRUCTION INC.    |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0580 606.22                   30.000  M   |      48.00000       1440.00|      47.50000       1425.00|
  GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS   |                            |                            |
0590 606.265                   3.000  EA  |      45.00000        135.00|      45.00000        135.00|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0600 606.35                    8.000  EA  |      35.00000        280.00|      35.00000        280.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0610 606.363                  75.000  M   |       5.00000        375.00|       5.00000        375.00|
  GUARDRAIL REMOVE AND DISPOSE            |                            |                            |
0620 606.76                    1.000  EA  |    1600.00000       1600.00|    1600.00000       1600.00|
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0630 607.163                  36.000  M   |      56.00000       2016.00|      56.00000       2016.00|
  CHAIN LINK FENCE - 1.2 METER P.V.C.     |                            |                            |
  COATED                                  |                            |                            |
0640 607.35                    6.000  EA  |     180.00000       1080.00|     180.00000       1080.00|
  BRACING ASSEMBLY CHAIN LINK FENCE PVC   |                            |                            |
  COATED COATED                           |                            |                            |
0650 608.08                 1780.000  M2  |      55.00000      97900.00|      49.00000      87220.00|
  REINFORCED CONCRETE SIDEWALK            |                            |                            |
0660 609.11                 2050.000  M   |      70.00000     143500.00|      53.00000     108650.00|
  VERTICAL CURB TYPE 1                    |                            |                            |
0670 609.12                  151.000  M   |     100.00000      15100.00|      83.00000      12533.00|
  VERTICAL CURB TYPE 1 - CIRCULAR         |                            |                            |
0680 609.234                  74.000  EA  |     110.00000       8140.00|     144.00000      10656.00|
  TERMINAL CURB TYPE 1 - 1.2 METER        |                            |                            |
0690 609.237                  67.000  EA  |     175.00000      11725.00|     225.00000      15075.00|
  TERMINAL CURB TYPE 1 - 2.1 METER        |                            |                            |
0700 609.311                  11.000  M   |      20.00000        220.00|     100.00000       1100.00|
  SPECIAL CURB- CAPE COD DESIGN           |                            |                            |
0710 609.34                   17.000  M   |      75.00000       1275.00|      83.82000       1424.94|
  CURB TYPE 5                             |                            |                            |
0720 609.35                    6.000  M   |     200.00000       1200.00|     223.00000       1338.00|
  CURB TYPE 5 - CIRCULAR                  |                            |                            |
0730 610.08                  130.000  M3  |      80.00000      10400.00|      34.00000       4420.00|
  PLAIN RIPRAP                            |                            |                            |
0740 610.09                    2.000  M3  |     500.00000       1000.00|     220.00000        440.00|
  HAND LAID RIPRAP                        |                            |                            |
0750 610.18                   70.000  M3  |      85.00000       5950.00|      41.00000       2870.00|
  STONE DITCH PROTECTION                  |                            |                            |
0760 613.319                 130.000  M2  |       4.00000        520.00|       2.00000        260.00|
  EROSION CONTROL BLANKET                 |                            |                            |
     LETTING DATE : 01/16/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/10/02
                                                                                                                   PAGE : 22
     LOCATION : LIMERICK                                TABULATION OF BIDS
                                            CONTRACT ID : 004217.10
                                                          =========
====================================================================================================================================
                                          |(   7  ) 000164             |(   8   ) 000416            |(      )
                                          |C P M CONSTRUCTORS          |T BUCK CONSTRUCTION INC.    |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0770 615.07                  935.000  M3  |      45.00000      42075.00|      41.00000      38335.00|
  LOAM                                    |                            |                            |
0780 617.381                  50.000  M3  |      60.00000       3000.00|      40.00000       2000.00|
  EROSION CONTROL MIX                     |                            |                            |
0790 618.1301                 75.000  UN  |      21.00000       1575.00|      55.00000       4125.00|
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0800 618.1411                 12.000  UN  |      25.00000        300.00|      75.00000        900.00|
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
0810 618.25                    5.000  M3  |     200.00000       1000.00|     500.00000       2500.00|
  APPLIED WATER                           |                            |                            |
0820 619.1201                 95.000  UN  |       7.50000        712.50|      45.00000       4275.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0830 620.58                  270.000  M2  |       3.00000        810.00|       5.00000       1350.00|
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0840 621.203                  15.000  EA  |     425.00000       6375.00|     425.00000       6375.00|
  MEDIUM DECIDUOUS TREE (50 MM - 65 MM    |                            |                            |
  CALIPER) GROUP C                        |                            |                            |
0850 621.273                  18.000  EA  |     425.00000       7650.00|     425.00000       7650.00|
  LARGE DECIDUOUS TREE (50 MM - 65 MM     |                            |                            |
  CALIPER) GROUP A                        |                            |                            |
0860 621.511                  12.000  EA  |      45.00000        540.00|      40.00000        480.00|
  HYBRID RHODODENDRON (450 MM - 600 MM)   |                            |                            |
0870 621.547                  60.000  EA  |      50.00000       3000.00|      40.00000       2400.00|
  DECIDUOUS SHRUBS (600 MM - 900 MM)      |                            |                            |
  GROUP B                                 |                            |                            |
0880 621.65                    6.000  EA  |      30.00000        180.00|      30.00000        180.00|
  VINES (300 MM - 375 MM) GROUP A         |                            |                            |
0890 621.80                           LUMP|    3000.00000       3000.00|    1000.00000       1000.00|
  ESTABLISHMENT PERIOD                    |                            |                            |
0900 627.71                 3400.000  M   |       0.35000       1190.00|       0.35000       1190.00|
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
0910 627.73                 3400.000  M   |       0.35000       1190.00|       0.35000       1190.00|
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
0920 627.75                   70.000  M2  |      17.25000       1207.50|      17.00000       1190.00|
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0930 627.78                 7000.000  M   |       0.45000       3150.00|       0.45000       3150.00|
  TEMPORARY 100 MM PAINTED PAVEMENT       |                            |                            |
  MARKING LINE, WHITE OR YELLOW           |                            |                            |
0940 629.05                   40.000  MH  |      25.00000       1000.00|      27.00000       1080.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
     LETTING DATE : 01/16/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/10/02
                                                                                                                   PAGE : 23
     LOCATION : LIMERICK                                TABULATION OF BIDS
                                            CONTRACT ID : 004217.10
                                                          =========
====================================================================================================================================
                                          |(   7  ) 000164             |(   8   ) 000416            |(      )
                                          |C P M CONSTRUCTORS          |T BUCK CONSTRUCTION INC.    |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0950 631.10                   20.000  HR  |      35.00000        700.00|      30.00000        600.00|
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0960 631.11                   20.000  HR  |      35.00000        700.00|      35.00000        700.00|
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0970 631.12                   40.000  HR  |      90.00000       3600.00|     125.00000       5000.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0980 631.13                   10.000  HR  |      75.00000        750.00|      65.00000        650.00|
  BULLDOZER (INCLUDING OPERATOR)          |                            |                            |
0990 631.172                  20.000  HR  |      45.00000        900.00|      45.00000        900.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
1000 631.18                   15.000  HR  |      35.00000        525.00|      20.00000        300.00|
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
1010 631.20                   10.000  HR  |     125.00000       1250.00|     125.00000       1250.00|
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
1020 631.22                   10.000  HR  |      75.00000        750.00|      85.00000        850.00|
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
1030 631.32                   10.000  HR  |     125.00000       1250.00|     110.00000       1100.00|
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
1040 636.60                   25.000  M2  |     400.00000      10000.00|     405.00000      10125.00|
  MSE SEGMENTAL RETAINING WALL            |                            |                            |
1050 637.071                          LUMP|   15000.00000      15000.00|   41300.00000      41300.00|
  DUST CONTROL                            |                            |                            |
1060 639.18                    1.000  EA  |   12000.00000      12000.00|    4100.00000       4100.00|
  FIELD OFFICE TYPE A                     |                            |                            |
1070 642.15                    1.000  EA  |    1500.00000       1500.00|    1500.00000       1500.00|
  PRECAST CONCRETE STEPS                  |                            |                            |
1080 643.72                           LUMP|   27000.00000      27000.00|   40250.00000      40250.00|
  TEMPORARY TRAFFIC SIGNAL                |                            |                            |
1090 652.31                   75.000  EA  |      50.00000       3750.00|      95.00000       7125.00|
  TYPE I BARRICADE                        |                            |                            |
1100 652.311                  10.000  EA  |      60.00000        600.00|      69.00000        690.00|
  TYPE II BARRICADE                       |                            |                            |
1110 652.33                   50.000  EA  |      50.00000       2500.00|      56.00000       2800.00|
  DRUM                                    |                            |                            |
1120 652.34                   50.000  EA  |      20.00000       1000.00|      20.00000       1000.00|
  CONE                                    |                            |                            |
1130 652.35                   90.000  M2  |     125.00000      11250.00|     105.00000       9450.00|
  CONSTRUCTION SIGNS                      |                            |                            |
1140 652.361                 140.000  LS  |   25000.00000      25000.00|   28300.00000      28300.00|
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
     LETTING DATE : 01/16/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/10/02
                                                                                                                   PAGE : 24
     LOCATION : LIMERICK                                TABULATION OF BIDS
                                            CONTRACT ID : 004217.10
                                                          =========
====================================================================================================================================
                                          |(   7  ) 000164             |(   8   ) 000416            |(      )
                                          |C P M CONSTRUCTORS          |T BUCK CONSTRUCTION INC.    |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1150 652.37                    2.000  GP  |    2500.00000       5000.00|    2200.00000       4400.00|
  WARNING LIGHTS                          |                            |                            |
1160 652.38                 4000.000  MH  |      15.00000      60000.00|      14.50000      58000.00|
  FLAGGER                                 |                            |                            |
1170 656.75                           LUMP|   25000.00000      25000.00|   27600.00000      27600.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
1180 658.20                   21.000  M2  |      25.00000        525.00|      25.00000        525.00|
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
1190 659.10                           LUMP|  224000.00000     224000.00|  231000.00000     231000.00|
  MOBILIZATION                            |                            |                            |
1200 660.21                 2000.000  MH  |       1.00000       2000.00|      12.00000      24000.00|
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  2,526,018.50|             $  2,767,106.94|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   SEWER ITEMS
                                          |                            |                            |
1210 206.07                   50.000  M3  |     300.00000      15000.00|     170.00000       8500.00|
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
1220 304.10                   50.000  M3  |      25.00000       1250.00|      20.00000       1000.00|
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
1230 403.207                  12.000  MG  |      50.00000        600.00|     120.00000       1440.00|
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
1240 403.208                   6.000  MG  |      50.00000        300.00|     120.00000        720.00|
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
1250 604.166                   2.000  EA  |    1500.00000       3000.00|    2140.00000       4280.00|
  REBUILDING MANHOLE                      |                            |                            |
1260 604.18                   17.000  EA  |     325.00000       5525.00|     386.00000       6562.00|
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
1270 801.16                  118.000  M   |     200.00000      23600.00|     137.00000      16166.00|
  150 MM PVC SANITARY SEWER               |                            |                            |
1280 801.17                  516.000  M   |     240.00000     123840.00|     148.00000      76368.00|
  200 MM PVC SANITARY SEWER (SDR-35)      |                            |                            |
1290 803.16                    9.000  EA  |    3500.00000      31500.00|    3265.00000      29385.00|
  1.2 M DIAMETER PRECAST SEWER MANHOLE    |                            |                            |
1300 827.33                   10.000  M   |      15.00000        150.00|      11.00000        110.00|
  TRENCH INSULATION                       |                            |                            |
     SECTION TOTALS                       |             $    204,765.00|             $    144,531.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003   WATER ITEMS
                                          |                            |                            |
     LETTING DATE : 01/16/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/10/02
                                                                                                                   PAGE : 25
     LOCATION : LIMERICK                                TABULATION OF BIDS
                                            CONTRACT ID : 004217.10
                                                          =========
====================================================================================================================================
                                          |(   7  ) 000164             |(   8   ) 000416            |(      )
                                          |C P M CONSTRUCTORS          |T BUCK CONSTRUCTION INC.    |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1310 206.07                   50.000  M3  |     300.00000      15000.00|     170.00000       8500.00|
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
1320 822.33                   10.000  M   |     370.00000       3700.00|     483.00000       4830.00|
  150 MM CLASS 52 DI PIPE                 |                            |                            |
1330 822.34                   65.000  M   |     400.00000      26000.00|     442.00000      28730.00|
  200 MM CLASS 52 DI PIPE                 |                            |                            |
1340 822.36                  532.000  M   |     410.00000     218120.00|     323.00000     171836.00|
  300 MM CLASS 52 DI PIPE                 |                            |                            |
1350 822.361                  12.000  M   |    1200.00000      14400.00|     820.00000       9840.00|
  300 MM INSULATED CLASS 52 DUCTILE IRON  |                            |                            |
  PIPE                                    |                            |                            |
1360 822.364                  50.000  M   |    1300.00000      65000.00|     560.00000      28000.00|
  300 MM CL.55 DI RIVER CROSSING PIPE     |                            |                            |
1370 823.311                   6.000  EA  |    2000.00000      12000.00|    1220.00000       7320.00|
  300MM  GATE  VALVE  WITH  BOX           |                            |                            |
1380 823.3251                  8.000  EA  |    1600.00000      12800.00|     750.00000       6000.00|
  200MM GATE VALVE WITH BOX               |                            |                            |
1390 824.30                    4.000  EA  |    5000.00000      20000.00|    2990.00000      11960.00|
  FIRE HYDRANTS                           |                            |                            |
1400 825.311                  16.000  EA  |     250.00000       4000.00|     140.00000       2240.00|
  19 MM CORPORATION                       |                            |                            |
1410 825.312                  16.000  EA  |     350.00000       5600.00|     159.00000       2544.00|
  19 MM CURB STOP                         |                            |                            |
1420 825.41                  115.000  M   |      80.00000       9200.00|     185.00000      21275.00|
  19 MM COPPER SERVICE                    |                            |                            |
1430 827.33                   40.000  M   |      15.00000        600.00|       5.00000        200.00|
  TRENCH INSULATION                       |                            |                            |
     SECTION TOTALS                       |             $    406,420.00|             $    303,275.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  3,137,203.50|             $  3,214,912.94|              $
====================================================================================================================================