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     LETTING DATE : 05/17/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 05/17/06
                                                                                                                   PAGE : 1
     COUNTIE(S): AROOSTOOK                              TABULATION OF BIDS
                                            CONTRACT ID : 012857.00                                     COMPLETION DATE : 07/15/06
                                                           =========
   PROJECT(S):  STP-1285(700)X          LOCATION(S): HOULTON, HIGHWAY RESURFACING   MAINE STATE DEPARTMENT OF TRANSPORTATION
                STP-1285(900)X                       HOULTON ROUTE 1 (KENDALL ST)
                STP-1288(900)X                       HOULTON (MILITARY ST.)        A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  HOULTON, HIGHWAY RESURFACING.                                                 NOTARY PUBLIC
  -------------------------------------------------------------------------------------------------------------------------------
                                                                                                         TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                               BID           LOW BID
  -------------------------------------------------------------------------------------------------------------------------------
   1   000022         LANE CONSTRUCTION CORP. (THE)                                              $       352,612.00  100.0000%
====================================================================================================================================
                                          |(   1  ) 000022              |(      )                     |(      )
                                          |LANE CONSTRUCTION CORP. (THE |                             |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001   HIGHWAY I
                                          |                             |                             |
0010 202.202              12320.000  SY   |       3.40000       41888.00|                             |
  REMOVING PAVEMENT SURFACE               |                             |                             |
0020 202.203                420.000  SY   |      18.00000        7560.00|                             |
  PAVEMENT BUTT JOINTS                    |                             |                             |
0030 304.103                 30.000  CY   |      60.00000        1800.00|                             |
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                             |                             |
  MEASURE)                                |                             |                             |
0040 403.209                100.000  T    |     130.00000       13000.00|                             |
  HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS,  |                             |                             |
  DRIVES, INCIDENTALS)                    |                             |                             |
0050 403.210               1150.000  T    |      79.00000       90850.00|                             |
  HOT MIX ASPHALT 9.5 MM HMA              |                             |                             |
0060 403.211                100.000  T    |      79.00000        7900.00|                             |
  HOT MIX ASPHALT (SHIMMING)              |                             |                             |
0070 403.213                210.000  T    |      79.00000       16590.00|                             |
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                             |                             |
0080 409.15                 640.000  G    |       4.00000        2560.00|                             |
  BITUMINOUS TACK COAT APPLIED            |                             |                             |
0090 411.10                  30.000  CY   |      70.00000        2100.00|                             |
  UNTREATED AGGREGATE SURFACE COURSE      |                             |                             |
  (TRUCK MEASURE)                         |                             |                             |
0100 604.161                  3.000  EA   |    1400.00000        4200.00|                             |
  ALTERING CATCH BASIN                    |                             |                             |
0110 604.164                  1.000  EA   |    4000.00000        4000.00|                             |
  REBUILDING CATCH BASIN                  |                             |                             |
     LETTING DATE : 05/17/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 05/17/06
                                                                                                                   PAGE : 2
     COUNTIE(S): AROOSTOOK                              TABULATION OF BIDS
                                            CONTRACT ID : 012857.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022              |(       )                    |(      )
                                          |LANE CONSTRUCTION CORP. (THE |                             |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0120 604.18                  21.000  EA   |     750.00000       15750.00|                             |
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                             |                             |
  GRADE                                   |                             |                             |
0130 608.46                 170.000  SY   |      12.00000        2040.00|                             |
  REGRADING SIDEWALK                      |                             |                             |
0140 609.31                 312.000  LF   |      12.00000        3744.00|                             |
  CURB TYPE 3                             |                             |                             |
0150 627.711               6370.000  LF   |       0.50000        3185.00|                             |
  WHITE OR YELLOW PAINTED PAVEMENT        |                             |                             |
  MARKING LINE (PLAN QUANTITY)            |                             |                             |
0160 627.76                          LUMP |    5000.00000        5000.00|                             |
  TEMPORARY PVMT. MARK LINE, W OR YELLOW  |                             |                             |
0170 629.05                  20.000  HR   |      30.00000         600.00|                             |
  HAND LABOR, STRAIGHT TIME               |                             |                             |
0180 631.10                  30.000  HR   |      50.00000        1500.00|                             |
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                             |                             |
0190 631.11                  30.000  HR   |      50.00000        1500.00|                             |
  AIR TOOL (INCLUDING OPERATOR)           |                             |                             |
0200 631.12                  15.000  HR   |     110.00000        1650.00|                             |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                             |                             |
  OPERATOR)                               |                             |                             |
0210 631.172                 30.000  HR   |      55.00000        1650.00|                             |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                             |                             |
0220 631.32                  15.000  HR   |     155.00000        2325.00|                             |
  CULVERT CLEANER (INCLUDING OPERATOR)    |                             |                             |
0230 643.50                  10.000  EA   |    3000.00000       30000.00|                             |
  MICROWAVE TRAFFIC SIGNAL DETECTOR       |                             |                             |
0240 652.38                1040.000  HR   |      18.00000       18720.00|                             |
  FLAGGER                                 |                             |                             |
0250 652.39                          LUMP |   37500.00000       37500.00|                             |
  WORK ZONE TRAFFIC CONTROL               |                             |                             |
0260 659.10                          LUMP |   35000.00000       35000.00|                             |
  MOBILIZATION                            |                             |                             |
     SECTION TOTALS                       |           $       352,612.00|           $                 |           $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
     CONTRACT TOTALS                      |           $       352,612.00|           $                 |           $
====================================================================================================================================