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     LETTING DATE : 04/20/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/20/05
                                                                                                                   PAGE : 1
     COUNTIE(S): KENNEBEC                               TABULATION OF BIDS
                                            CONTRACT ID : 011412.10                                     COMPLETION DATE : 10/15/05
                                                           =========
   PROJECT(S):  IM-95-1141(210)E        LOCATION(S): AUGUSTA - SIDNEY, HIGHWAY RESURFACINGSTATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  AUGUSTA - SIDNEY, HIGHWAY RESURFACING                                         NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000059         PIKE INDUSTRIES, INC.                                                  $  2,074,856.10     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 202.202              171500.000  SY  |       1.55000     265825.00|                            |
  REMOVING PAVEMENT SURFACE               |                            |                            |
0020 202.205               91550.000  LF  |       0.16000      14648.00|                            |
  RUMBLE STRIPS - SHOULDER                |                            |                            |
0030 203.25                   50.000  CY  |      40.42000       2021.00|                            |
  GRANULAR BORROW                         |                            |                            |
0040 403.210               17750.000  T   |      46.90000     832475.00|                            |
  HOT MIX ASPHALT 9.5 MM HMA              |                            |                            |
0050 403.212                2000.000  T   |      67.76000     135520.00|                            |
  HOT MIX ASPHALT 4.75 MM HMA             |                            |                            |
0060 403.213                 850.000  T   |      57.47000      48849.50|                            |
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                            |                            |
0070 409.15                11500.000  G   |       3.45000      39675.00|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0080 424.321               46270.000  LF  |       0.22000      10179.40|                            |
  ASPHALT RUBBER JOINT SEALER, APPLIED    |                            |                            |
0090 504.069                 128.000  EA  |     203.00000      25984.00|                            |
  CONCRETE PIPE TIES                      |                            |                            |
0100 603.161                 100.000  LF  |      29.00000       2900.00|                            |
  15 INCH CORRUGATED METAL PIPE           |                            |                            |
0110 603.195                 296.000  LF  |     203.00000      60088.00|                            |
  24 INCH REINFORCED CONCRETE PIPE CLASS  |                            |                            |
  III                                     |                            |                            |
0120 603.205                 192.000  LF  |     232.00000      44544.00|                            |
  30 INCH REINFORCED CONCRETE PIPE CLASS  |                            |                            |
  III                                     |                            |                            |
     LETTING DATE : 04/20/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/20/05
                                                                                                                   PAGE : 2
     COUNTIE(S): KENNEBEC                               TABULATION OF BIDS
                                            CONTRACT ID : 011412.10
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000059             |(       )                   |(      )
                                          |PIKE INDUSTRIES, INC.       |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 603.215                  16.000  LF  |     319.00000       5104.00|                            |
  36 INCH REINFORCED CONCRETE PIPE CLASS  |                            |                            |
  III                                     |                            |                            |
0140 603.7424                  8.000  LF  |     145.00000       1160.00|                            |
  REMOVE & RELAY 24 INCH CONCRETE PIPE    |                            |                            |
0150 603.743                   8.000  LF  |     174.00000       1392.00|                            |
  REMOVE & RELAY 30 INCH CONCRETE PIPE    |                            |                            |
0160 604.18                    4.000  EA  |     580.00000       2320.00|                            |
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0170 606.1721                  4.000  EA  |    1575.00000       6300.00|                            |
  BRIDGE TRANSITION - TYPE 1              |                            |                            |
0180 606.178                1000.000  LF  |       8.40000       8400.00|                            |
  GUARDRAIL BEAM                          |                            |                            |
0190 606.35                   90.000  EA  |      28.35000       2551.50|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0200 606.352                 400.000  EA  |       3.57000       1428.00|                            |
  REFLECTORIZED BEAM GUARDRAIL DELINEATOR |                            |                            |
0210 606.362                5500.000  LF  |       2.10000      11550.00|                            |
  GUARDRAIL ADJUSTED                      |                            |                            |
0220 606.79                   28.000  EA  |    1680.00000      47040.00|                            |
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0230 610.08                  140.000  CY  |      69.60000       9744.00|                            |
  PLAIN RIPRAP                            |                            |                            |
0240 610.18                   50.000  CY  |      75.40000       3770.00|                            |
  STONE DITCH PROTECTION                  |                            |                            |
0250 612.06                   95.000  SY  |      31.50000       2992.50|                            |
  BITUMINOUS SEALING - BLACK              |                            |                            |
0260 613.319                2500.000  SY  |       1.74000       4350.00|                            |
  EROSION CONTROL BLANKET                 |                            |                            |
0270 618.1401                300.000  UN  |      15.07000       4521.00|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0280 619.1201                300.000  UN  |       8.45000       2535.00|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0290 627.18                 1250.000  LF  |       0.26000        325.00|                            |
  12 " SOLID WHITE PAVEMENT MARKING       |                            |                            |
0300 627.72                96400.000  LF  |       0.06000       5784.00|                            |
  6 INCH WHITE PAVEMENT MARKING LINE      |                            |                            |
0310 627.74                50500.000  LF  |       0.06000       3030.00|                            |
  6 INCH YELLOW PAVEMENT MARKING LINE     |                            |                            |
0320 627.75                 1000.000  SF  |       1.31000       1310.00|                            |
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
     LETTING DATE : 04/20/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/20/05
                                                                                                                   PAGE : 3
     COUNTIE(S): KENNEBEC                               TABULATION OF BIDS
                                            CONTRACT ID : 011412.10
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000059             |(       )                   |(      )
                                          |PIKE INDUSTRIES, INC.       |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0330 627.781              165000.000  LF  |       0.06000       9900.00|                            |
  TEMPORARY 6 INCH PAINTED PAVEMENT       |                            |                            |
  MARKING LINE, WHITE OR YELLOW           |                            |                            |
0340 629.05                   50.000  HR  |      52.20000       2610.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0350 631.12                  150.000  HR  |     156.60000      23490.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0360 631.122                  40.000  HR  |     145.00000       5800.00|                            |
  MINI ALL-PURPOSE EXCAVATOR (INCLUDING   |                            |                            |
  OPERATOR)                               |                            |                            |
0370 631.133                  40.000  HR  |      87.00000       3480.00|                            |
  SKID STEER (INCLUDING OPERATOR)         |                            |                            |
0380 631.14                  120.000  HR  |     156.60000      18792.00|                            |
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0390 631.172                 250.000  HR  |      75.40000      18850.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0400 631.18                   50.000  HR  |      69.60000       3480.00|                            |
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0410 631.22                   60.000  HR  |     110.20000       6612.00|                            |
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
0420 631.27                   15.000  HR  |      87.00000       1305.00|                            |
  VIBRATING ROLLER (INCLUDING OPERATOR)   |                            |                            |
0430 631.28                   10.000  HR  |     261.00000       2610.00|                            |
  BRUSH CHIPPER (INCLUDING OPERATOR)      |                            |                            |
0440 631.32                   30.000  HR  |     348.00000      10440.00|                            |
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0450 639.19                    1.000  EA  |   11018.70000      11018.70|                            |
  FIELD OFFICE TYPE B                     |                            |                            |
0460 645.306                 225.000  EA  |      34.65000       7796.25|                            |
  FLEXIBLE REFLECTORIZED DELINEATOR       |                            |                            |
0470 652.38                  200.000  HR  |      13.00000       2600.00|                            |
  FLAGGER                                 |                            |                            |
0480 652.39                           LUMP|  110000.00000     110000.00|                            |
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0490 652.41                    3.000  EA  |     918.75000       2756.25|                            |
  PORTABLE - CHANGEABLE MESSAGE SIGN      |                            |                            |
0500 656.75                           LUMP|   18000.00000      18000.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0510 659.10                           LUMP|  207000.00000     207000.00|                            |
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $  2,074,856.10|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,074,856.10|             $              |              $
====================================================================================================================================