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     LETTING DATE : 03/05/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/05/03
                                                                                                                   PAGE : 1
     COUNTIE(S): SOMERSET                               TABULATION OF BIDS
                                            CONTRACT ID : 009175.00                                     COMPLETION DATE : 08/30/03
                                                           =========
   PROJECT(S):  AC-IM-95-9175(00)E      LOCATION(S): WATERVILLE - FAIRFIELD         MAINE STATE DEPARTMENT OF TRANSPORTATION
                AC-STP-1062(400)X                    FAIRFIELD
                AC-STP-1064(100)X                    WATERVILLE                    A TRUE COPY : __________________________
                OTHERS                               OTHERS
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  LEVEL 1                                                                       NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000059         PIKE INDUSTRIES, INC.                                                  $  2,174,085.85     100.0000%
====================================================================================================================================
                                          |(   1  ) 000059             |(      )                    |(      )
                                          |PIKE INDUSTRIES, INC.       |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 202.12                   10.000  CY  |     350.00000       3500.00|                            |
  REMOVING EXISTING STRUCTURAL CONCRETE   |                            |                            |
0020 202.202               73000.000  SY  |       3.20000     233600.00|                            |
  REMOVING PAVEMENT SURFACE               |                            |                            |
0030 202.203                1325.000  SY  |      20.00000      26500.00|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0040 202.205               33200.000  LF  |       0.35000      11620.00|                            |
  RUMBLE STRIPS - SHOULDER                |                            |                            |
0050 203.2001               1510.000  CY  |      15.50000      23405.00|                            |
  COMMON EXCAVATION - PLAN QUANTITY       |                            |                            |
0060 203.25                   25.000  CY  |      27.50000        687.50|                            |
  GRANULAR BORROW                         |                            |                            |
0070 204.41                 2360.000  SY  |       5.75000      13570.00|                            |
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0080 205.51                  841.000  SY  |      20.00000      16820.00|                            |
  WIDENING OF EXISTING SHOULDER           |                            |                            |
0090 211.20                 2751.000  LF  |       3.30000       9078.30|                            |
  INSLOPE EXCAVATION                      |                            |                            |
0100 211.22                 4600.000  LF  |       5.75000      26450.00|                            |
  INSLOPE EXCAVATION - GUARDRAIL          |                            |                            |
0110 211.30                  329.000  LF  |       4.25000       1398.25|                            |
  DITCH EXCAVATION                        |                            |                            |
0120 304.103                  50.000  CY  |      32.00000       1600.00|                            |
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                            |                            |
  MEASURE)                                |                            |                            |
     LETTING DATE : 03/05/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/05/03
                                                                                                                   PAGE : 2
     COUNTIE(S): SOMERSET                               TABULATION OF BIDS
                                            CONTRACT ID : 009175.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000059             |(       )                   |(      )
                                          |PIKE INDUSTRIES, INC.       |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 304.104                1425.000  CY  |      27.00000      38475.00|                            |
  AGGREGATE SUBBASE COURSE (PLAN QUANTITY |                            |                            |
0140 309.30                12200.000  SY  |       7.50000      91500.00|                            |
  FULL DEPTH RECYCLED PAVEMENT WITH FOAM  |                            |                            |
  ASPHALT                                 |                            |                            |
0150 403.102                 100.000  T   |     250.00000      25000.00|                            |
  HOT MIX ASPHALT PAVEMENT - SPECIAL AREA |                            |                            |
0160 403.209                 275.000  T   |      85.00000      23375.00|                            |
  HOT MIX ASPHALT 9.5 MM HMA   (SIDEWALKS |                            |                            |
  DRIVES, INCIDENT ALS)                   |                            |                            |
0170 403.210               10845.000  T   |      38.00000     412110.00|                            |
  HOT MIX ASPHALT 9.5 MM HMA              |                            |                            |
0180 403.211                3580.000  T   |      38.00000     136040.00|                            |
  HOT MIX ASPHALT (SHIMMING)              |                            |                            |
0190 403.213                6215.000  T   |      38.00000     236170.00|                            |
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                            |                            |
0200 409.15                 8230.000  G   |       4.50000      37035.00|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0210 411.10                  105.000  CY  |      46.50000       4882.50|                            |
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0220 424.321               18175.000  LF  |       0.20000       3635.00|                            |
  ASPHALT RUBBER JOINT SEALER, APPLIED    |                            |                            |
0230 504.069                  32.000  EA  |     150.00000       4800.00|                            |
  CONCRETE PIPE TIES                      |                            |                            |
0240 603.161                 200.000  LF  |      60.00000      12000.00|                            |
  15 INCH CORRUGATED METAL PIPE           |                            |                            |
0250 603.169                   8.000  LF  |      98.00000        784.00|                            |
  15 INCH CULVERT PIPE OPTION III         |                            |                            |
0260 603.195                  36.000  LF  |     100.00000       3600.00|                            |
  24 INCH REINFORCED CONCRETE PIPE CLASS  |                            |                            |
  III                                     |                            |                            |
0270 603.205                  52.000  LF  |     110.00000       5720.00|                            |
  30 INCH REINFORCED CONCRETE PIPE CLASS  |                            |                            |
  III                                     |                            |                            |
0280 603.225                  64.000  LF  |     155.00000       9920.00|                            |
  42 INCH REINFORCED CONCRETE PIPE CLASS  |                            |                            |
  III                                     |                            |                            |
0290 603.235                  24.000  LF  |     200.00000       4800.00|                            |
  48 INCH REINFORCED CONCRETE PIPE CLASS  |                            |                            |
  III                                     |                            |                            |
     LETTING DATE : 03/05/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/05/03
                                                                                                                   PAGE : 3
     COUNTIE(S): SOMERSET                               TABULATION OF BIDS
                                            CONTRACT ID : 009175.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000059             |(       )                   |(      )
                                          |PIKE INDUSTRIES, INC.       |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 603.733                  12.000  LF  |      82.00000        984.00|                            |
  REMOVE & RELAY 30 INCH METAL PIPE       |                            |                            |
0310 603.7424                 16.000  LF  |      97.00000       1552.00|                            |
  REMOVE & RELAY 24 INCH CONCRETE PIPE    |                            |                            |
0320 603.743                   8.000  LF  |      97.00000        776.00|                            |
  REMOVE & RELAY 30 INCH CONCRETE PIPE    |                            |                            |
0330 604.092                   2.000  EA  |    2300.00000       4600.00|                            |
  CATCH BASIN TYPE B1-C                   |                            |                            |
0340 604.16                    1.000  EA  |     700.00000        700.00|                            |
  ALTERING CATCH BASIN TO MANHOLES        |                            |                            |
0350 604.161                  19.000  EA  |     725.00000      13775.00|                            |
  ALTERING CATCH BASIN                    |                            |                            |
0360 604.164                   4.000  EA  |    1875.00000       7500.00|                            |
  REBUILDING CATCH BASIN                  |                            |                            |
0370 604.167                   2.000  EA  |     525.00000       1050.00|                            |
  ALTER CATCH BASIN GRATE TO CASCADE      |                            |                            |
0380 604.18                    5.000  EA  |     450.00000       2250.00|                            |
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0390 606.17                  725.000  LF  |       9.50000       6887.50|                            |
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0400 606.1721                  2.000  EA  |    1200.00000       2400.00|                            |
  BRIDGE TRANSITION - TYPE 1              |                            |                            |
0410 606.178                 375.000  LF  |       4.50000       1687.50|                            |
  GUARDRAIL BEAM                          |                            |                            |
0420 606.25                    3.000  EA  |     200.00000        600.00|                            |
  TERMINAL CONNECTOR                      |                            |                            |
0430 606.265                   6.000  EA  |      55.00000        330.00|                            |
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0440 606.35                   32.000  EA  |      30.00000        960.00|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0450 606.355                  17.000  EA  |      35.00000        595.00|                            |
  GUARDRAIL MOWING DELINEATORS            |                            |                            |
0460 606.362                 400.000  LF  |       2.25000        900.00|                            |
  GUARDRAIL ADJUSTED                      |                            |                            |
0470 606.79                   12.000  EA  |    1775.00000      21300.00|                            |
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0480 609.11                   70.000  LF  |      27.00000       1890.00|                            |
  VERTICAL CURB TYPE 1                    |                            |                            |
0490 609.237                   4.000  EA  |     250.00000       1000.00|                            |
  TERMINAL CURB TYPE 1 - 7 FOOT           |                            |                            |
     LETTING DATE : 03/05/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/05/03
                                                                                                                   PAGE : 4
     COUNTIE(S): SOMERSET                               TABULATION OF BIDS
                                            CONTRACT ID : 009175.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000059             |(       )                   |(      )
                                          |PIKE INDUSTRIES, INC.       |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 609.31                 2610.000  LF  |       3.50000       9135.00|                            |
  CURB TYPE 3                             |                            |                            |
0510 609.38                  219.000  LF  |      17.50000       3832.50|                            |
  RESET CURB TYPE 1                       |                            |                            |
0520 610.08                  135.000  CY  |      90.00000      12150.00|                            |
  PLAIN RIPRAP                            |                            |                            |
0530 612.06                  800.000  SY  |       4.00000       3200.00|                            |
  BITUMINOUS SEALING - BLACK              |                            |                            |
0540 613.319                2270.000  SY  |       2.25000       5107.50|                            |
  EROSION CONTROL BLANKET                 |                            |                            |
0550 618.13                   26.000  UN  |      16.00000        416.00|                            |
  SEEDING METHOD NUMBER 1                 |                            |                            |
0560 618.14                   24.000  UN  |      15.50000        372.00|                            |
  SEEDING METHOD NUMBER 2                 |                            |                            |
0570 618.1401                295.000  UN  |      15.50000       4572.50|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0580 618.1411                 45.000  UN  |      30.00000       1350.00|                            |
  SEEDING METHOD NUMBER 3 - PLAN MEASURE  |                            |                            |
0590 619.12                   50.000  UN  |      10.00000        500.00|                            |
  MULCH                                   |                            |                            |
0600 619.1201                340.000  UN  |      10.00000       3400.00|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0610 627.18                 1932.000  LF  |       0.27000        521.64|                            |
  12 " SOLID WHITE PAVEMENT MARKING       |                            |                            |
0620 627.711               42887.000  LF  |       0.08000       3430.96|                            |
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE                            |                            |                            |
0630 627.72                43665.000  LF  |       0.09000       3929.85|                            |
  6 INCH WHITE PAVEMENT MARKING LINE      |                            |                            |
0640 627.74                23695.000  LF  |       0.09000       2132.55|                            |
  6 INCH YELLOW PAVEMENT MARKING LINE     |                            |                            |
0650 627.75                 1660.000  SF  |       1.10000       1826.00|                            |
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0660 627.76                           LUMP|    5500.00000       5500.00|                            |
  TEMPORARY PVMT. MARK LINE, W OR YELLOW  |                            |                            |
0670 627.78                33560.000  LF  |       0.08000       2684.80|                            |
  TEMPORARY 4 INCH PAINTED PAVEMENT       |                            |                            |
  MARKING LINE, WHITE OR YELLOW           |                            |                            |
0680 627.781               69300.000  LF  |       0.09000       6237.00|                            |
  TEMPORARY 6 INCH PAINTED PAVEMENT       |                            |                            |
  MARKING LINE, WHITE OR YELLOW           |                            |                            |
     LETTING DATE : 03/05/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/05/03
                                                                                                                   PAGE : 5
     COUNTIE(S): SOMERSET                               TABULATION OF BIDS
                                            CONTRACT ID : 009175.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000059             |(       )                   |(      )
                                          |PIKE INDUSTRIES, INC.       |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0690 629.05                  110.000  HR  |      35.00000       3850.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0700 631.12                  170.000  HR  |     135.00000      22950.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0710 631.14                   90.000  HR  |     135.00000      12150.00|                            |
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0720 631.172                 420.000  HR  |      60.00000      25200.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0730 631.18                   15.000  HR  |      75.00000       1125.00|                            |
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0740 631.21                   20.000  HR  |      60.00000       1200.00|                            |
  ROAD BROOM (INCLUDING OPERATORS AND     |                            |                            |
  HAULER)                                 |                            |                            |
0750 631.22                   90.000  HR  |     125.00000      11250.00|                            |
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
0760 631.32                   50.000  HR  |     200.00000      10000.00|                            |
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0770 639.19                    1.000  EA  |    8500.00000       8500.00|                            |
  FIELD OFFICE TYPE B                     |                            |                            |
0780 643.71                           LUMP|   30750.00000      30750.00|                            |
  TRAFFIC SIGNAL MODIFICATION             |                            |                            |
0790 643.86                    6.000  EA  |    1325.00000       7950.00|                            |
  TRAFFIC SIGNAL LOOP DETECTORS           |                            |                            |
0800 645.306                  50.000  EA  |      40.00000       2000.00|                            |
  FLEXIBLE REFLECTORIZED DELINEATOR       |                            |                            |
0810 652.38                 3950.000  HR  |      14.00000      55300.00|                            |
  FLAGGER                                 |                            |                            |
0820 652.39                           LUMP|  162500.00000     162500.00|                            |
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0830 652.41                    2.000  EA  |    7000.00000      14000.00|                            |
  PORTABLE - CHANGEABLE MESSAGE SIGN      |                            |                            |
0840 656.75                           LUMP|   25500.00000      25500.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0850 659.10                           LUMP|  219750.00000     219750.00|                            |
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $  2,174,085.85|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,174,085.85|             $              |              $
====================================================================================================================================