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     LETTING DATE : 05/08/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 1
     LOCATION : TOPSHAM                                 TABULATION OF BIDS
                                            CONTRACT ID : 008467.00                                     COMPLETION DATE : 06/20/03
                                                          =========
   PROJECT(S):  NH-8467(00)E            COUNTIE(S) : SAGADAHOC                      MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  HIGHWAY IMPROVEMENTS                                                          NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000094         HARRY C CROOKER & SONS, INC.                                           $  2,831,736.54     100.0000%
   2   000164         C P M CONSTRUCTORS                                                     $  3,295,976.30     116.3942%
====================================================================================================================================
                                          |(   1  ) 000094             |(   2  ) 000164             |(      )
                                          |HARRY C CROOKER & SONS, INC |C P M CONSTRUCTORS          |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 107.51                           LUMP|   20000.00000      20000.00|   70000.00000      70000.00|
  PROSECUTION OF WORK - INITIAL SCHEDULE  |                            |                            |
0020 107.52                   10.000  EA  |    1000.00000      10000.00|    1500.00000      15000.00|
  PROSECUTION OF WORK - MONTHLY UPDATE    |                            |                            |
0030 201.24                   10.000  EA  |     300.00000       3000.00|     300.00000       3000.00|
  REMOVING STUMP                          |                            |                            |
0040 202.15                    1.000  EA  |     500.00000        500.00|     500.00000        500.00|
  REMOVING MANHOLE OR CATCH BASIN         |                            |                            |
0050 203.20                15100.000  M3  |      15.00000     226500.00|      14.00000     211400.00|
  COMMON EXCAVATION                       |                            |                            |
0060 203.21                  350.000  M3  |      50.00000      17500.00|      65.00000      22750.00|
  ROCK EXCAVATION                         |                            |                            |
0070 203.25                  100.000  M3  |      20.00000       2000.00|      25.00000       2500.00|
  GRANULAR BORROW                         |                            |                            |
0080 206.061                  25.000  M3  |      50.00000       1250.00|      50.00000       1250.00|
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0090 206.07                  395.000  M3  |     125.00000      49375.00|     130.00000      51350.00|
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0100 304.10                 9700.000  M3  |      20.00000     194000.00|      21.00000     203700.00|
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0110 307.331                2000.000  M2  |       2.50000       5000.00|       5.75000      11500.00|
  COLD IN-PLACE RECYCLED PAVEMENT         |                            |                            |
  (UNTREATED)                             |                            |                            |
     LETTING DATE : 05/08/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 2
     LOCATION : TOPSHAM                                 TABULATION OF BIDS
                                            CONTRACT ID : 008467.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000094             |(   2   ) 000164            |(      )
                                          |HARRY C CROOKER & SONS, INC |C P M CONSTRUCTORS          |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 403.207                3200.000  MG  |      44.00000     140800.00|      45.00000     144000.00|
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0130 403.208                3150.000  MG  |      46.00000     144900.00|      47.00000     148050.00|
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0140 403.209                 440.000  MG  |      90.00000      39600.00|      90.00000      39600.00|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0150 409.15                 2700.000  L   |       1.00000       2700.00|       1.75000       4725.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0160 603.159                 125.000  M   |     100.00000      12500.00|     180.00000      22500.00|
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0170 603.179                  83.000  M   |     125.00000      10375.00|     195.00000      16185.00|
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0180 603.199                  24.000  M   |     150.00000       3600.00|     325.00000       7800.00|
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0190 603.219                  27.000  M   |     200.00000       5400.00|     400.00000      10800.00|
  900 MM CULVERT PIPE OPTION III          |                            |                            |
0200 604.072                  43.800  EA  |    2400.00000     105120.00|    2800.00000     122640.00|
  CATCH BASIN TYPE A1-C                   |                            |                            |
0210 604.092                   3.000  EA  |    2000.00000       6000.00|    2500.00000       7500.00|
  CATCH BASIN TYPE B1-C                   |                            |                            |
0220 604.164                   1.000  EA  |     800.00000        800.00|    1300.00000       1300.00|
  REBUILDING CATCH BASIN                  |                            |                            |
0230 604.166                   5.000  EA  |    1000.00000       5000.00|    1500.00000       7500.00|
  REBUILDING MANHOLE                      |                            |                            |
0240 604.18                    4.000  EA  |     400.00000       1600.00|     350.00000       1400.00|
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0250 604.246                   1.000  EA  |    1500.00000       1500.00|    1400.00000       1400.00|
  CATCH BASIN TYPE F5                     |                            |                            |
0260 604.252                   2.000  EA  |    2400.00000       4800.00|    2500.00000       5000.00|
  CATCH BASIN TYPE A5-C                   |                            |                            |
0270 605.09                  700.000  M   |      75.00000      52500.00|      85.00000      59500.00|
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0280 605.11                 1260.000  M   |     100.00000     126000.00|     110.00000     138600.00|
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0290 605.13                  440.000  M   |     125.00000      55000.00|     160.00000      70400.00|
  450 MM UNDERDRAIN TYPE C                |                            |                            |
0300 606.17                  237.000  M   |      42.00000       9954.00|      42.00000       9954.00|
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0310 606.22                   39.000  M   |      60.00000       2340.00|      57.00000       2223.00|
  GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS   |                            |                            |
     LETTING DATE : 05/08/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 3
     LOCATION : TOPSHAM                                 TABULATION OF BIDS
                                            CONTRACT ID : 008467.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000094             |(   2   ) 000164            |(      )
                                          |HARRY C CROOKER & SONS, INC |C P M CONSTRUCTORS          |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 606.265                   2.000  EA  |      20.00000         40.00|      20.00000         40.00|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0330 606.76                    3.000  EA  |    1700.00000       5100.00|    1700.00000       5100.00|
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0340 608.07                    4.000  M2  |     200.00000        800.00|     200.00000        800.00|
  PLAIN CONCRETE SIDEWALK                 |                            |                            |
0350 608.45                 2310.000  M2  |      20.00000      46200.00|      30.00000      69300.00|
  CONSTRUCTING SIDEWALK                   |                            |                            |
0360 609.11                 2080.000  M   |      80.00000     166400.00|      80.00000     166400.00|
  VERTICAL CURB TYPE 1                    |                            |                            |
0370 609.12                  195.000  M   |     115.00000      22425.00|     110.00000      21450.00|
  VERTICAL CURB TYPE 1 - CIRCULAR         |                            |                            |
0380 609.234                  42.000  EA  |     150.00000       6300.00|     120.00000       5040.00|
  TERMINAL CURB TYPE 1 - 1.2 METER        |                            |                            |
0390 609.237                 123.000  EA  |     300.00000      36900.00|     210.00000      25830.00|
  TERMINAL CURB TYPE 1 - 2.1 METER        |                            |                            |
0400 609.26                    1.000  EA  |     500.00000        500.00|     300.00000        300.00|
  CURB TRANSITION SECTION B TYPE 1        |                            |                            |
0410 609.34                   48.000  M   |      80.00000       3840.00|      75.00000       3600.00|
  CURB TYPE 5                             |                            |                            |
0420 609.35                    8.000  M   |     150.00000       1200.00|     210.00000       1680.00|
  CURB TYPE 5 - CIRCULAR                  |                            |                            |
0430 610.08                   25.000  M3  |      75.00000       1875.00|      80.00000       2000.00|
  PLAIN RIPRAP                            |                            |                            |
0440 610.18                    5.000  M3  |      75.00000        375.00|      80.00000        400.00|
  STONE DITCH PROTECTION                  |                            |                            |
0450 611.171                 227.000  M2  |     835.00000     189545.00|     625.00000     141875.00|
  REINFORCED CONCRETE  RETAINING WALL W/  |                            |                            |
  GRANITE FACING                          |                            |                            |
0460 613.319                  10.000  M2  |       2.00000         20.00|      20.00000        200.00|
  EROSION CONTROL BLANKET                 |                            |                            |
0470 615.07                  480.000  M3  |      35.00000      16800.00|      55.00000      26400.00|
  LOAM                                    |                            |                            |
0480 618.1301                  5.000  UN  |      50.00000        250.00|      50.00000        250.00|
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0490 618.16                   38.000  KG  |      50.00000       1900.00|      48.00000       1824.00|
  CROWN VETCH SEED                        |                            |                            |
0500 618.19                   70.000  KG  |      25.00000       1750.00|       6.00000        420.00|
  REFERTILIZATION                         |                            |                            |
0510 619.1201                  5.000  UN  |      50.00000        250.00|      12.00000         60.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
     LETTING DATE : 05/08/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 4
     LOCATION : TOPSHAM                                 TABULATION OF BIDS
                                            CONTRACT ID : 008467.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000094             |(   2   ) 000164            |(      )
                                          |HARRY C CROOKER & SONS, INC |C P M CONSTRUCTORS          |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0520 620.58                   72.000  M2  |       5.00000        360.00|       8.00000        576.00|
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0530 621.037                  20.000  EA  |      70.00000       1400.00|      72.00000       1440.00|
  EVERGREEN TREES (1500 MM - 1800 MM)     |                            |                            |
  GROUP A                                 |                            |                            |
0540 621.201                  29.000  EA  |     300.00000       8700.00|     264.00000       7656.00|
  MEDIUM DECIDUOUS TREE (50 MM - 65 MM    |                            |                            |
  CALIPER) GROUP A                        |                            |                            |
0550 621.249                  12.000  EA  |     125.00000       1500.00|     115.00000       1380.00|
  LARGE DECIDUOUS TREES (1800 MM - 2400   |                            |                            |
  MM) GROUP A                             |                            |                            |
0560 621.273                  14.000  EA  |     300.00000       4200.00|     283.00000       3962.00|
  LARGE DECIDUOUS TREE (50 MM - 65 MM     |                            |                            |
  CALIPER) GROUP A                        |                            |                            |
0570 621.395                  50.000  EA  |      50.00000       2500.00|      47.00000       2350.00|
  DWARF EVERGREENS (450 MM - 600 MM)      |                            |                            |
  GROUP A                                 |                            |                            |
0580 621.54                   50.000  EA  |      30.00000       1500.00|      33.00000       1650.00|
  DECIDUOUS SHRUBS (450 MM - 600 MM)      |                            |                            |
  GROUP A                                 |                            |                            |
0590 621.552                  12.000  EA  |      80.00000        960.00|      58.00000        696.00|
  DECIDUOUS SHRUBS (900 MM - 1200 MM)     |                            |                            |
  GROUP A                                 |                            |                            |
0600 621.80                           LUMP|    6500.00000       6500.00|    6000.00000       6000.00|
  ESTABLISHMENT PERIOD                    |                            |                            |
0610 627.71                 3230.000  M   |       0.33000       1065.90|       0.40000       1292.00|
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
0620 627.73                 1635.000  M   |       0.66000       1079.10|       0.50000        817.50|
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
0630 627.75                   98.000  M2  |      16.14000       1581.72|      11.00000       1078.00|
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0640 627.78                 4902.000  M   |       0.66000       3235.32|       0.30000       1470.60|
  TEMPORARY 100 MM PAINTED PAVEMENT       |                            |                            |
  MARKING LINE, WHITE OR YELLOW           |                            |                            |
0650 629.05                   25.000  MH  |      30.00000        750.00|      30.00000        750.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0660 631.12                   20.000  HR  |     125.00000       2500.00|      85.00000       1700.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0670 631.172                  40.000  HR  |      50.00000       2000.00|      45.00000       1800.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
     LETTING DATE : 05/08/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 5
     LOCATION : TOPSHAM                                 TABULATION OF BIDS
                                            CONTRACT ID : 008467.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000094             |(   2   ) 000164            |(      )
                                          |HARRY C CROOKER & SONS, INC |C P M CONSTRUCTORS          |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0680 631.18                    5.000  HR  |      50.00000        250.00|      35.00000        175.00|
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0690 631.20                   25.000  HR  |     100.00000       2500.00|     125.00000       3125.00|
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
0700 637.071                          LUMP|   10000.00000      10000.00|   20000.00000      20000.00|
  DUST CONTROL                            |                            |                            |
0710 639.18                    1.000  EA  |   10000.00000      10000.00|   15000.00000      15000.00|
  FIELD OFFICE TYPE A                     |                            |                            |
0720 643.71                           LUMP|   40000.00000      40000.00|   40000.00000      40000.00|
  TRAFFIC SIGNAL MODIFICATION             |                            |                            |
0730 652.31                   50.000  EA  |      50.00000       2500.00|      50.00000       2500.00|
  TYPE I BARRICADE                        |                            |                            |
0740 652.311                  26.000  EA  |      60.00000       1560.00|      55.00000       1430.00|
  TYPE II BARRICADE                       |                            |                            |
0750 652.33                   75.000  EA  |      75.00000       5625.00|      60.00000       4500.00|
  DRUM                                    |                            |                            |
0760 652.34                  150.000  EA  |      25.00000       3750.00|      25.00000       3750.00|
  CONE                                    |                            |                            |
0770 652.35                  100.000  M2  |     100.00000      10000.00|     120.00000      12000.00|
  CONSTRUCTION SIGNS                      |                            |                            |
0780 652.361                 156.000  LS  |   26000.00000      26000.00|   35000.00000      35000.00|
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0790 652.38                 3000.000  MH  |      18.00000      54000.00|      15.00000      45000.00|
  FLAGGER                                 |                            |                            |
0800 652.41                    3.000  EA  |   10000.00000      30000.00|   15000.00000      45000.00|
  PORTABLE - CHANGEABLE MESSAGE SIGN      |                            |                            |
0810 659.10                           LUMP|  200000.00000     200000.00|  230000.00000     230000.00|
  MOBILIZATION                            |                            |                            |
0820 660.21                 1000.000  MH  |       2.00000       2000.00|       1.00000       1000.00|
  ON-THE-JOB TRAINING (BID)               |                            |                            |
0830 841.48                   19.000  EA  |     500.00000       9500.00|     750.00000      14250.00|
  BOLLARDS                                |                            |                            |
     SECTION TOTALS                       |             $  2,209,601.04|             $  2,394,344.10|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   SEWER ITEMS
                                          |                            |                            |
0840 203.21                  550.000  M3  |       0.01000          5.50|     133.00000      73150.00|
  ROCK EXCAVATION                         |                            |                            |
0850 604.166                   5.000  EA  |    1000.00000       5000.00|    1600.00000       8000.00|
  REBUILDING MANHOLE                      |                            |                            |
0860 604.18                    6.000  EA  |     500.00000       3000.00|     425.00000       2550.00|
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
     LETTING DATE : 05/08/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 6
     LOCATION : TOPSHAM                                 TABULATION OF BIDS
                                            CONTRACT ID : 008467.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000094             |(   2   ) 000164            |(      )
                                          |HARRY C CROOKER & SONS, INC |C P M CONSTRUCTORS          |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0870 661.14                  150.000  M   |      20.00000       3000.00|      21.00000       3150.00|
  INSULATION                              |                            |                            |
0890 801.17                  580.000  M   |     300.00000     174000.00|     241.00000     139780.00|
  200 MM PVC SANITARY SEWER (SDR-35)      |                            |                            |
0891 803.135                 360.000  M   |     180.00000      64800.00|     215.00000      77400.00|
  150MM SERVICE  LATERAL                  |                            |                            |
0900 803.1731                 26.000  M   |    1200.00000      31200.00|    1524.00000      39624.00|
  SEWER MANHOLES 1.2 M DIA.               |                            |                            |
     SECTION TOTALS                       |             $    281,005.50|             $    343,654.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003   ORNAMENTAL LIGHTING
                                          |                            |                            |
0910 626.11                   38.000  EA  |    1000.00000      38000.00|    1528.00000      58064.00|
  PRECAST CONCRETE JUNCTION BOX:___       |                            |                            |
0920 626.21                  170.000  M   |      60.00000      10200.00|     110.00000      18700.00|
  METALLIC CONDUIT                        |                            |                            |
0930 626.22                 1380.000  M   |      25.00000      34500.00|      36.99000      51046.20|
  NON-METALLIC CONDUIT                    |                            |                            |
0940 626.32                   18.000  EA  |    1000.00000      18000.00|     780.00000      14040.00|
  600 MM FOUNDATION                       |                            |                            |
     SECTION TOTALS                       |             $    100,700.00|             $    141,850.20|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004   WATER SYSTEM
                                          |                            |                            |
0950 830.12                           LUMP|  208930.00000     208930.00|  296060.00000     296060.00|
  WATER MAIN PLACEMENT - INSTALLATION ONL |                            |                            |
     SECTION TOTALS                       |             $    208,930.00|             $    296,060.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005   WATER UTILITIES - GATE VALVE BOXES
                                          |                            |                            |
0960 823.011                  10.000  EA  |     150.00000       1500.00|     525.00000       5250.00|
  GATE VALVE BOX, INSTALL ONLY            |                            |                            |
     SECTION TOTALS                       |             $      1,500.00|             $      5,250.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006   GAS MAIN
                                          |                            |                            |
0970 845.30                           LUMP|   30000.00000      30000.00|  114818.00000     114818.00|
  GAS MAIN PLACEMENT - INSTALL ONLY       |                            |                            |
     SECTION TOTALS                       |             $     30,000.00|             $    114,818.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,831,736.54|             $  3,295,976.30|              $
====================================================================================================================================