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     LETTING DATE : 06/22/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/22/05
                                                                                                                   PAGE : 1
     COUNTIE(S): KENNEBEC                               TABULATION OF BIDS
                                            CONTRACT ID : 011287.00                                     COMPLETION DATE : 10/22/05
                                                           =========
   PROJECT(S):  STP-1128(700)X          LOCATION(S): GARDINER                       MAINE STATE DEPARTMENT OF TRANSPORTATION
                STP-1135(500)X                       PITTSTON
                STP-1135(600)X                       PITTSTON-RANDOLPH             A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  GARDINER/PITTSTON/RANDOLPH, HIGHWAY RESURFACING                               NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000059         PIKE INDUSTRIES, INC.                                                  $  1,269,814.34     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               24250.000  SY  |       3.31000      80267.50|                            |
  REMOVING PAVEMENT SURFACE               |                            |                            |
0020 202.203                1350.000  SY  |      19.48000      26298.00|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0030 211.21                  620.000  LF  |       3.68000       2281.60|                            |
  INSLOPE REHABILITATION                  |                            |                            |
0040 211.30                 2175.000  LF  |       4.20000       9135.00|                            |
  DITCH EXCAVATION                        |                            |                            |
0050 403.209                 220.000  T   |     105.00000      23100.00|                            |
  HOT MIX ASPHALT 9.5 MM HMA   (SIDEWALKS |                            |                            |
  DRIVES, INCIDENT ALS)                   |                            |                            |
0060 403.210                9800.000  T   |      47.90000     469420.00|                            |
  HOT MIX ASPHALT 9.5 MM HMA              |                            |                            |
0070 403.212                3125.000  T   |      47.02000     146937.50|                            |
  HOT MIX ASPHALT 4.75 MM HMA             |                            |                            |
0080 409.15                 6360.000  G   |       4.05000      25758.00|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0090 411.10                  250.000  CY  |      35.70000       8925.00|                            |
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0100 604.16                    9.000  EA  |     588.00000       5292.00|                            |
  ALTERING CATCH BASIN TO MANHOLES        |                            |                            |
0110 604.164                   2.000  EA  |    1575.00000       3150.00|                            |
  REBUILDING CATCH BASIN                  |                            |                            |
0120 604.18                    3.000  EA  |     357.00000       1071.00|                            |
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
     LETTING DATE : 06/22/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/22/05
                                                                                                                   PAGE : 2
     COUNTIE(S): KENNEBEC                               TABULATION OF BIDS
                                            CONTRACT ID : 011287.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000059             |(       )                   |(      )
                                          |PIKE INDUSTRIES, INC.       |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 604.252                   1.000  EA  |    1785.00000       1785.00|                            |
  CATCH BASIN TYPE A5-C                   |                            |                            |
0140 604.262                   2.000  EA  |    1575.00000       3150.00|                            |
  CATCH BASIN TYPE B5-C                   |                            |                            |
0150 606.178                 200.000  LF  |       7.35000       1470.00|                            |
  GUARDRAIL BEAM                          |                            |                            |
0160 606.23                 3312.000  LF  |      11.92000      39479.04|                            |
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0170 606.35                   83.000  EA  |      26.25000       2178.75|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0180 606.352                  90.000  EA  |       2.63000        236.70|                            |
  REFLECTORIZED BEAM GUARDRAIL DELINEATOR |                            |                            |
0190 606.357                3937.500  LF  |       4.20000      16537.50|                            |
  GUARDRAIL, MODIFY, TYPE 3B              |                            |                            |
0200 606.47                    3.000  EA  |      36.75000        110.25|                            |
  SINGLE WOOD POST                        |                            |                            |
0210 606.754                  11.000  EA  |    1575.00000      17325.00|                            |
  WIDEN SHOULDER FOR GUARDRAIL 350 FLARED |                            |                            |
  TERMINAL                                |                            |                            |
0220 606.79                   35.000  EA  |    1260.00000      44100.00|                            |
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0230 608.26                  120.000  SF  |      15.75000       1890.00|                            |
  CURB RAMP DETECTABLE WARNING FIELD      |                            |                            |
0240 608.461                  35.000  EA  |     315.00000      11025.00|                            |
  RECONSTRUCT PEDESTRIAN RAMP             |                            |                            |
0250 609.31                 1250.000  LF  |       7.35000       9187.50|                            |
  CURB TYPE 3                             |                            |                            |
0260 609.38                  100.000  LF  |      18.90000       1890.00|                            |
  RESET CURB TYPE 1                       |                            |                            |
0270 610.08                   10.000  CY  |      78.75000        787.50|                            |
  PLAIN RIPRAP                            |                            |                            |
0280 613.319                2000.000  SY  |       1.84000       3680.00|                            |
  EROSION CONTROL BLANKET                 |                            |                            |
0290 618.1401                125.000  UN  |      15.17000       1896.25|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0300 619.1201                125.000  UN  |       8.93000       1116.25|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0310 627.711               18425.000  LF  |       0.16000       2948.00|                            |
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY)            |                            |                            |
0320 627.75                  150.000  SF  |       3.15000        472.50|                            |
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
     LETTING DATE : 06/22/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/22/05
                                                                                                                   PAGE : 3
     COUNTIE(S): KENNEBEC                               TABULATION OF BIDS
                                            CONTRACT ID : 011287.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000059             |(       )                   |(      )
                                          |PIKE INDUSTRIES, INC.       |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0330 627.76                           LUMP|    1328.25000       1328.25|                            |
  TEMPORARY PVMT. MARK LINE, W OR YELLOW  |                            |                            |
0340 629.05                   30.000  HR  |      45.00000       1350.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0350 631.10                   10.000  HR  |      68.25000        682.50|                            |
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0360 631.11                   10.000  HR  |      68.25000        682.50|                            |
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0370 631.12                   70.000  HR  |     135.00000       9450.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0380 631.172                 115.000  HR  |      65.00000       7475.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0390 639.19                    1.000  EA  |   12243.00000      12243.00|                            |
  FIELD OFFICE TYPE B                     |                            |                            |
0400 643.86                    2.000  EA  |    2310.00000       4620.00|                            |
  TRAFFIC SIGNAL LOOP DETECTORS           |                            |                            |
0410 652.39                           LUMP|  118215.14000     118215.14|                            |
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0420 656.75                           LUMP|    8400.00000       8400.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0430 658.20                   55.000  SY  |      12.60000        693.00|                            |
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
0440 659.10                           LUMP|  126571.86000     126571.86|                            |
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $  1,254,612.09|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   SANITARY ITEMS
                                          |                            |                            |
0450 812.162                   9.000  EA  |     310.25000       2792.25|                            |
  ADJUSTING SEWER MANHOLE TO GRADE        |                            |                            |
     SECTION TOTALS                       |             $      2,792.25|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003   SANITARY ITEMS
                                          |                            |                            |
0460 812.162                  40.000  EA  |     310.25000      12410.00|                            |
  ADJUSTING SEWER MANHOLE TO GRADE        |                            |                            |
     SECTION TOTALS                       |             $     12,410.00|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,269,814.34|             $              |              $
====================================================================================================================================