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     LETTING DATE : 06/30/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/30/04
                                                                                                                   PAGE : 1
     COUNTIE(S): LINCOLN                                TABULATION OF BIDS
                                            CONTRACT ID : 011964.00                                     COMPLETION DATE : 10/16/04
                                                           =========
   PROJECT(S):  011964.00               LOCATION(S): BOOTHBAY, COUNTRY CLUB RD.     MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  BOOTHBAY, HIGHWAY RECONSTRUCTION                                              NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000059         PIKE INDUSTRIES, INC.                                                  $    469,885.10     100.0000%
   2   000050         MARRINERS, INC.                                                        $    475,438.25     101.1818%
====================================================================================================================================
                                          |(   1  ) 000059             |(   2  ) 000050             |(      )
                                          |PIKE INDUSTRIES, INC.       |MARRINERS, INC.             |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 202.203                 140.000  SY  |      20.00000       2800.00|      25.00000       3500.00|
  PAVEMENT BUTT JOINTS                    |                            |                            |
0020 203.20                   75.000  CY  |      35.00000       2625.00|      18.00000       1350.00|
  COMMON EXCAVATION                       |                            |                            |
0030 203.21                   50.000  CY  |     112.50000       5625.00|      80.00000       4000.00|
  ROCK EXCAVATION                         |                            |                            |
0040 203.24                  200.000  CY  |      17.50000       3500.00|      25.00000       5000.00|
  COMMON BORROW                           |                            |                            |
0050 204.41                  300.000  SY  |       7.50000       2250.00|      15.00000       4500.00|
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0060 206.07                   50.000  CY  |     165.00000       8250.00|     200.00000      10000.00|
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0070 211.21                  600.000  LF  |       6.00000       3600.00|      10.00000       6000.00|
  INSLOPE REHABILITATION                  |                            |                            |
0080 211.30                 1100.000  LF  |       4.50000       4950.00|       5.00000       5500.00|
  DITCH EXCAVATION                        |                            |                            |
0090 211.40                  360.000  LF  |      15.75000       5670.00|      60.00000      21600.00|
  NEW DITCH EXCAVATION                    |                            |                            |
0100 304.103                 300.000  CY  |      42.50000      12750.00|      40.00000      12000.00|
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                            |                            |
  MEASURE)                                |                            |                            |
0110 304.104                2000.000  CY  |      28.50000      57000.00|      25.00000      50000.00|
  AGGREGATE SUBBASE COURSE (PLAN QUANTITY |                            |                            |
     LETTING DATE : 06/30/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/30/04
                                                                                                                   PAGE : 2
     COUNTIE(S): LINCOLN                                TABULATION OF BIDS
                                            CONTRACT ID : 011964.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000059             |(   2   ) 000050            |(      )
                                          |PIKE INDUSTRIES, INC.       |MARRINERS, INC.             |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 307.32                 6970.000  SY  |       2.75000      19167.50|       2.00000      13940.00|
  FULL DEPTH RECYCLED PAVEMENT(UNTREATED  |                            |                            |
  MAINELINE TRAVELWAY)                    |                            |                            |
0130 403.209                  50.000  T   |      95.00000       4750.00|     100.00000       5000.00|
  HOT MIX ASPHALT 9.5 MM HMA   (SIDEWALKS |                            |                            |
  DRIVES, INCIDENT ALS)                   |                            |                            |
0140 403.210                 960.000  T   |      55.30000      53088.00|      48.00000      46080.00|
  HOT MIX ASPHALT 9.5 MM HMA              |                            |                            |
0150 403.211                 260.000  T   |      67.50000      17550.00|      50.00000      13000.00|
  HOT MIX ASPHALT (SHIMMING)              |                            |                            |
0160 403.213                 880.000  T   |      50.50000      44440.00|      48.00000      42240.00|
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                            |                            |
0170 409.15                  300.000  G   |      15.00000       4500.00|       6.00000       1800.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0180 411.10                   40.000  CY  |      62.75000       2510.00|      50.00000       2000.00|
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0190 603.16                  353.000  LF  |      26.50000       9354.50|      32.00000      11296.00|
  15 INCH CULVERT PIPE OPTION I           |                            |                            |
0200 603.169                 263.000  LF  |      56.50000      14859.50|     150.00000      39450.00|
  15 INCH CULVERT PIPE OPTION III         |                            |                            |
0210 603.17                   34.000  LF  |      27.50000        935.00|      85.00000       2890.00|
  18 INCH CULVERT PIPE OPTION I           |                            |                            |
0220 603.179                  94.000  LF  |      60.50000       5687.00|      85.00000       7990.00|
  18 INCH CULVERT PIPE OPTION III         |                            |                            |
0230 603.209                   8.000  LF  |     275.00000       2200.00|     100.00000        800.00|
  30 INCH CULVERT PIPE OPTION III         |                            |                            |
0240 604.167                   2.000  EA  |     550.00000       1100.00|     500.00000       1000.00|
  ALTER CATCH BASIN GRATE TO CASCADE      |                            |                            |
0250 604.247                   2.000  EA  |    1500.00000       3000.00|    1800.00000       3600.00|
  CATCH BASIN TYPE F5-C                   |                            |                            |
0260 606.151                 425.000  LF  |      40.00000      17000.00|      38.07000      16179.75|
  GUARDRAIL TYPE 3AA - SINGLE RAIL        |                            |                            |
0270 606.35                    3.000  EA  |      31.50000         94.50|      40.00000        120.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0280 606.7911                  2.000  EA  |    2400.00000       4800.00|    2300.00000       4600.00|
  GUARDRAIL TYPE 3AA - 350 FLARED TERMINA |                            |                            |
0290 609.31                  840.000  LF  |       8.00000       6720.00|       8.00000       6720.00|
  CURB TYPE 3                             |                            |                            |
0300 610.08                   20.000  CY  |      55.00000       1100.00|      60.00000       1200.00|
  PLAIN RIPRAP                            |                            |                            |
     LETTING DATE : 06/30/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/30/04
                                                                                                                   PAGE : 3
     COUNTIE(S): LINCOLN                                TABULATION OF BIDS
                                            CONTRACT ID : 011964.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000059             |(   2   ) 000050            |(      )
                                          |PIKE INDUSTRIES, INC.       |MARRINERS, INC.             |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 610.18                   22.000  CY  |      37.50000        825.00|      40.00000        880.00|
  STONE DITCH PROTECTION                  |                            |                            |
0320 613.319                 230.000  SY  |       1.00000        230.00|       3.00000        690.00|
  EROSION CONTROL BLANKET                 |                            |                            |
0330 615.07                   40.000  CY  |      42.80000       1712.00|      75.00000       3000.00|
  LOAM                                    |                            |                            |
0340 618.1301                 12.000  UN  |      17.85000        214.20|      18.00000        216.00|
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0350 618.1401                 28.000  UN  |      16.80000        470.40|      16.00000        448.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0360 619.1201                 40.000  UN  |       9.00000        360.00|       9.00000        360.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0370 620.56                   50.000  SY  |       2.00000        100.00|       6.00000        300.00|
  DRAINAGE GEOTEXTILE                     |                            |                            |
0380 627.711                4950.000  LF  |       0.65000       3217.50|       0.63000       3118.50|
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE                            |                            |                            |
0390 629.05                    8.000  HR  |      45.00000        360.00|      25.00000        200.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0400 631.111                   8.000  HR  |     275.00000       2200.00|     200.00000       1600.00|
  TRACTOR MOUNTED HYDRAULIC HAMMER        |                            |                            |
0410 631.12                    8.000  HR  |     135.00000       1080.00|     100.00000        800.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0420 631.14                   24.000  HR  |     125.00000       3000.00|     125.00000       3000.00|
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0430 631.172                  30.000  HR  |      65.00000       1950.00|      45.00000       1350.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0440 631.18                   16.000  HR  |      65.00000       1040.00|      70.00000       1120.00|
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0450 639.19                    1.000  EA  |    5000.00000       5000.00|    8000.00000       8000.00|
  FIELD OFFICE TYPE B                     |                            |                            |
0460 652.38                 1000.000  HR  |      14.75000      14750.00|      16.00000      16000.00|
  FLAGGER                                 |                            |                            |
0470 652.39                           LUMP|   35000.00000      35000.00|   35000.00000      35000.00|
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0480 656.75                           LUMP|    7500.00000       7500.00|    6000.00000       6000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0490 659.10                           LUMP|   69000.00000      69000.00|   50000.00000      50000.00|
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    469,885.10|             $    475,438.25|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    469,885.10|             $    475,438.25|              $
====================================================================================================================================