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     LETTING DATE : 01/12/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/13/05
                                                                                                                   PAGE : 1
     COUNTIE(S): YORK                                   TABULATION OF BIDS
                                            CONTRACT ID : 011373.00                                     COMPLETION DATE : 11/18/05
                                                           =========
   PROJECT(S):  STP-1137(300)X          LOCATION(S): KITTERY - S. BERWICK           MAINE STATE DEPARTMENT OF TRANSPORTATION
                STP-1137(600)X                       NORTH BERWICK - SANFORD
                STP-1137(800)X                       YORK                          A TRUE COPY : __________________________
                OTHERS                               OTHERS
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  KITTERY TO SOUTH BERWICK, HIGHWAY IMPROVEMENTS                                NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000059         PIKE INDUSTRIES, INC.                                                  $  2,257,890.92     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 201.23                    2.000  EA  |    1050.00000       2100.00|                            |
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0020 201.24                    2.000  EA  |     262.50000        525.00|                            |
  REMOVING STUMP                          |                            |                            |
0030 202.202                4460.000  SY  |      10.81000      48212.60|                            |
  REMOVING PAVEMENT SURFACE               |                            |                            |
0040 202.203                3580.000  SY  |      10.81000      38699.80|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0050 203.242                  50.000  CY  |      18.90000        945.00|                            |
  DIRTY BORROW                            |                            |                            |
0060 204.41                 2270.000  SY  |       6.83000      15504.10|                            |
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0070 211.20                 6200.000  LF  |       2.63000      16306.00|                            |
  INSLOPE EXCAVATION                      |                            |                            |
0080 211.30                 7800.000  LF  |       3.15000      24570.00|                            |
  DITCH EXCAVATION                        |                            |                            |
0090 403.208                 300.000  T   |      80.21000      24063.00|                            |
  HOT MIX ASPHALT 12.5 MM HMA SURFACE     |                            |                            |
0100 403.209                 400.000  T   |     110.00000      44000.00|                            |
  HOT MIX ASPHALT 9.5 MM HMA   (SIDEWALKS |                            |                            |
  DRIVES, INCIDENT ALS)                   |                            |                            |
0110 403.210               23410.000  T   |      42.76000    1001011.60|                            |
  HOT MIX ASPHALT 9.5 MM HMA              |                            |                            |
0120 403.211               12080.000  T   |      41.54000     501803.20|                            |
  HOT MIX ASPHALT (SHIMMING)              |                            |                            |
     LETTING DATE : 01/12/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/13/05
                                                                                                                   PAGE : 2
     COUNTIE(S): YORK                                   TABULATION OF BIDS
                                            CONTRACT ID : 011373.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000059             |(       )                   |(      )
                                          |PIKE INDUSTRIES, INC.       |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 409.15                 9200.000  G   |       5.85000      53820.00|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0140 411.10                   90.000  CY  |      39.90000       3591.00|                            |
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0150 527.301                   1.000  EA  |    6825.00000       6825.00|                            |
  ENERGY ABSORBING SYSTEM (C-A-T)         |                            |                            |
0160 604.161                   8.000  EA  |     567.00000       4536.00|                            |
  ALTERING CATCH BASIN                    |                            |                            |
0170 604.18                    3.000  EA  |     262.50000        787.50|                            |
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0180 604.182                  10.000  EA  |     210.00000       2100.00|                            |
  CLEAN EXISTING CATCH BASIN AND MANHOLE  |                            |                            |
0190 606.24                  350.000  LF  |      15.23000       5330.50|                            |
  GUARDRAIL TYPE 3D - SINGLE RAIL         |                            |                            |
0200 606.241                  38.000  LF  |      18.90000        718.20|                            |
  GUARDRAIL TYPE 3D - 15 FOOT RADIUS AND  |                            |                            |
  LESS                                    |                            |                            |
0210 606.242                  38.000  LF  |      18.90000        718.20|                            |
  GUARDRAIL TYPE 3D - OVER 15 FOOT RADIUS |                            |                            |
0220 606.265                   1.000  EA  |      52.50000         52.50|                            |
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0230 606.35                   39.000  EA  |      29.40000       1146.60|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0240 606.362                1000.000  LF  |       1.58000       1580.00|                            |
  GUARDRAIL ADJUSTED                      |                            |                            |
0250 606.754                   9.000  EA  |     945.00000       8505.00|                            |
  WIDEN SHOULDER FOR GUARDRAIL 350 FLARED |                            |                            |
  TERMINAL                                |                            |                            |
0260 606.79                   13.000  EA  |    1995.00000      25935.00|                            |
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0270 609.31                  500.000  LF  |       6.24000       3120.00|                            |
  CURB TYPE 3                             |                            |                            |
0280 613.319                3500.000  SY  |       1.58000       5530.00|                            |
  EROSION CONTROL BLANKET                 |                            |                            |
0290 618.1401                160.000  UN  |      14.81000       2369.60|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0300 619.1201                160.000  UN  |       7.88000       1260.80|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
     LETTING DATE : 01/12/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/13/05
                                                                                                                   PAGE : 3
     COUNTIE(S): YORK                                   TABULATION OF BIDS
                                            CONTRACT ID : 011373.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000059             |(       )                   |(      )
                                          |PIKE INDUSTRIES, INC.       |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 627.711              348300.000  LF  |       0.06000      20898.00|                            |
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE                            |                            |                            |
0320 627.75                 2630.000  SF  |       1.05000       2761.50|                            |
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0330 627.76                           LUMP|    2100.00000       2100.00|                            |
  TEMPORARY PVMT. MARK LINE, W OR YELLOW  |                            |                            |
0340 629.05                  110.000  HR  |      45.00000       4950.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0350 631.12                   35.000  HR  |     135.00000       4725.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0360 631.14                   10.000  HR  |     135.00000       1350.00|                            |
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0370 631.172                  50.000  HR  |      65.00000       3250.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0380 631.18                    5.000  HR  |      75.00000        375.00|                            |
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0390 631.21                   10.000  HR  |      75.00000        750.00|                            |
  ROAD BROOM (INCLUDING OPERATORS AND     |                            |                            |
  HAULER)                                 |                            |                            |
0400 631.221                  80.000  HR  |     125.00000      10000.00|                            |
  SMALL FRONT-END LOADER (INCLUDING       |                            |                            |
  OPERATOR)                               |                            |                            |
0410 631.28                    5.000  HR  |     150.00000        750.00|                            |
  BRUSH CHIPPER (INCLUDING OPERATOR)      |                            |                            |
0420 631.32                   15.000  HR  |     300.00000       4500.00|                            |
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0430 639.19                    1.000  EA  |    8925.00000       8925.00|                            |
  FIELD OFFICE TYPE B                     |                            |                            |
0440 652.38                 2700.000  HR  |      16.27000      43929.00|                            |
  FLAGGER                                 |                            |                            |
0450 652.39                           LUMP|   83305.06000      83305.06|                            |
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0460 652.41                    2.000  EA  |    1050.00000       2100.00|                            |
  PORTABLE - CHANGEABLE MESSAGE SIGN      |                            |                            |
0470 656.75                           LUMP|    2625.00000       2625.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0480 659.10                           LUMP|  214931.16000     214931.16|                            |
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $  2,257,890.92|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,257,890.92|             $              |              $
====================================================================================================================================