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     LETTING DATE : 04/20/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/20/05
                                                                                                                   PAGE : 1
     COUNTIE(S): AROOSTOOK                              TABULATION OF BIDS
                                            CONTRACT ID : 007606.00                                     COMPLETION DATE : 10/15/05
                                                           =========
   PROJECT(S):  STP-7606(00)X           LOCATION(S): HAMLIN                         MAINE STATE DEPARTMENT OF TRANSPORTATION
                STP-1125(300)X                       LIMESTONE
                STP-1126(200)X                       VAN BUREN                     A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  LIMESTONE & HAMLIN - VAN BUREN, , HIGHWAY RESURFACING                         NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000022         LANE CONSTRUCTION CORP. (THE)                                          $  1,964,881.00     100.0000%
====================================================================================================================================
                                          |(   1  ) 000022             |(      )                    |(      )
                                          |LANE CONSTRUCTION CORP. (TH |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 202.202               23810.000  SY  |       2.80000      66668.00|                            |
  REMOVING PAVEMENT SURFACE               |                            |                            |
0020 202.203                 220.000  SY  |      13.00000       2860.00|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0030 203.20                 1890.000  CY  |       9.00000      17010.00|                            |
  COMMON EXCAVATION                       |                            |                            |
0040 204.41                23100.000  SY  |       4.20000      97020.00|                            |
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0050 211.20                 9010.000  LF  |       4.00000      36040.00|                            |
  INSLOPE EXCAVATION                      |                            |                            |
0060 211.30                10620.000  LF  |       4.50000      47790.00|                            |
  DITCH EXCAVATION                        |                            |                            |
0070 211.40                  450.000  LF  |      12.00000       5400.00|                            |
  NEW DITCH EXCAVATION                    |                            |                            |
0080 304.10                 1890.000  CY  |      25.50000      48195.00|                            |
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0090 304.103                 160.000  CY  |      26.00000       4160.00|                            |
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                            |                            |
  MEASURE)                                |                            |                            |
0100 309.36                33710.000  SY  |       9.40000     316874.00|                            |
  FULL DEPTH REC PAVEMENT W/FOAM ASPHALT  |                            |                            |
  6 INCH DEPTH                            |                            |                            |
0110 403.209                 130.000  T   |     120.00000      15600.00|                            |
  HOT MIX ASPHALT 9.5 MM HMA   (SIDEWALKS |                            |                            |
  DRIVES, INCIDENT ALS)                   |                            |                            |
     LETTING DATE : 04/20/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/20/05
                                                                                                                   PAGE : 2
     COUNTIE(S): AROOSTOOK                              TABULATION OF BIDS
                                            CONTRACT ID : 007606.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |LANE CONSTRUCTION CORP. (TH |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 403.210                5770.000  T   |      54.00000     311580.00|                            |
  HOT MIX ASPHALT 9.5 MM HMA              |                            |                            |
0130 403.211                  80.000  T   |      85.00000       6800.00|                            |
  HOT MIX ASPHALT (SHIMMING)              |                            |                            |
0140 403.213                6540.000  T   |      53.50000     349890.00|                            |
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                            |                            |
0150 409.15                 3300.000  G   |       3.50000      11550.00|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0160 411.10                  200.000  CY  |      26.00000       5200.00|                            |
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0170 411.12                   45.000  T   |      55.00000       2475.00|                            |
  CRUSHED STONE SURFACE                   |                            |                            |
0180 603.16                  350.000  LF  |      45.00000      15750.00|                            |
  15 INCH CULVERT PIPE OPTION I           |                            |                            |
0190 603.169                   8.000  LF  |      75.00000        600.00|                            |
  15 INCH CULVERT PIPE OPTION III         |                            |                            |
0200 603.19                   88.000  LF  |      70.00000       6160.00|                            |
  24 INCH CULVERT PIPE OPTION I           |                            |                            |
0210 603.191                  12.000  LF  |      80.00000        960.00|                            |
  24 INCH CORRUGATED METAL PIPE           |                            |                            |
0220 603.199                 482.000  LF  |     105.00000      50610.00|                            |
  24 INCH CULVERT PIPE OPTION III         |                            |                            |
0230 603.201                  44.000  LF  |     105.00000       4620.00|                            |
  30 INCH CORRUGATED METAL PIPE           |                            |                            |
0240 603.21                   48.000  LF  |      85.00000       4080.00|                            |
  36 INCH CULVERT PIPE OPTION I           |                            |                            |
0250 603.211                  29.000  LF  |      95.00000       2755.00|                            |
  36 INCH CORRUGATED METAL PIPE           |                            |                            |
0260 603.219                  84.000  LF  |     100.00000       8400.00|                            |
  36 INCH CULVERT PIPE OPTION III         |                            |                            |
0270 603.736                  15.000  LF  |     210.00000       3150.00|                            |
  REMOVE & RELAY 60 INCH METAL PIPE       |                            |                            |
0280 604.072                   1.000  EA  |    3800.00000       3800.00|                            |
  CATCH BASIN TYPE A1-C                   |                            |                            |
0290 604.18                    3.000  EA  |     550.00000       1650.00|                            |
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0300 606.1722                  4.000  EA  |     900.00000       3600.00|                            |
  BRIDGE TRANSITION - TYPE 2              |                            |                            |
0310 606.23                 4062.500  LF  |      14.00000      56875.00|                            |
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
     LETTING DATE : 04/20/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/20/05
                                                                                                                   PAGE : 3
     COUNTIE(S): AROOSTOOK                              TABULATION OF BIDS
                                            CONTRACT ID : 007606.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |LANE CONSTRUCTION CORP. (TH |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 606.231                  75.000  LF  |      16.00000       1200.00|                            |
  GUARDRAIL TYPE 3C - 15 FOOT RADIUS AND  |                            |                            |
  LESS                                    |                            |                            |
0330 606.232                  75.000  LF  |      16.00000       1200.00|                            |
  GUARDRAIL TYPE 3C - OVER 15 FOOT RADIUS |                            |                            |
0340 606.265                   6.000  EA  |      50.00000        300.00|                            |
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0350 606.35                   50.000  EA  |      27.00000       1350.00|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0360 606.754                  20.000  EA  |    1100.00000      22000.00|                            |
  WIDEN SHOULDER FOR GUARDRAIL 350 FLARED |                            |                            |
  TERMINAL                                |                            |                            |
0370 606.79                   20.000  EA  |    1000.00000      20000.00|                            |
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0380 608.46                  100.000  SY  |       6.70000        670.00|                            |
  REGRADING SIDEWALK                      |                            |                            |
0390 609.31                  690.000  LF  |       6.00000       4140.00|                            |
  CURB TYPE 3                             |                            |                            |
0400 609.38                  200.000  LF  |      27.00000       5400.00|                            |
  RESET CURB TYPE 1                       |                            |                            |
0410 610.08                  250.000  CY  |      47.00000      11750.00|                            |
  PLAIN RIPRAP                            |                            |                            |
0420 613.319                4930.000  SY  |       3.00000      14790.00|                            |
  EROSION CONTROL BLANKET                 |                            |                            |
0430 615.07                  300.000  CY  |      27.00000       8100.00|                            |
  LOAM                                    |                            |                            |
0440 618.1301                 48.000  UN  |      20.50000        984.00|                            |
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0450 618.1401                267.000  UN  |      20.00000       5340.00|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0460 618.1411                 30.000  UN  |      20.00000        600.00|                            |
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
0470 619.1201                345.000  UN  |      15.00000       5175.00|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0480 620.58                  500.000  SY  |       3.00000       1500.00|                            |
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0490 627.76                           LUMP|    7000.00000       7000.00|                            |
  TEMPORARY PVMT. MARK LINE, W OR YELLOW  |                            |                            |
0500 629.05                   35.000  HR  |      26.00000        910.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
     LETTING DATE : 04/20/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/20/05
                                                                                                                   PAGE : 4
     COUNTIE(S): AROOSTOOK                              TABULATION OF BIDS
                                            CONTRACT ID : 007606.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |LANE CONSTRUCTION CORP. (TH |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 631.10                   35.000  HR  |      60.00000       2100.00|                            |
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0520 631.11                   35.000  HR  |      25.00000        875.00|                            |
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0530 631.12                   35.000  HR  |      90.00000       3150.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0540 631.132                  10.000  HR  |      80.00000        800.00|                            |
  SMALL BULLDOZER (INCLUDING OPERATOR)    |                            |                            |
0550 631.14                   10.000  HR  |      95.00000        950.00|                            |
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0560 631.172                  45.000  HR  |      55.00000       2475.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0570 631.18                   10.000  HR  |      45.00000        450.00|                            |
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0580 631.32                   10.000  HR  |     125.00000       1250.00|                            |
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0590 639.19                    1.000  EA  |    8000.00000       8000.00|                            |
  FIELD OFFICE TYPE B                     |                            |                            |
0600 652.38                 2920.000  HR  |      17.50000      51100.00|                            |
  FLAGGER                                 |                            |                            |
0610 652.39                           LUMP|   50000.00000      50000.00|                            |
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0620 656.75                           LUMP|   18000.00000      18000.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0630 658.20                  260.000  SY  |      20.00000       5200.00|                            |
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
0640 659.10                           LUMP|  200000.00000     200000.00|                            |
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $  1,964,881.00|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,964,881.00|             $              |              $
====================================================================================================================================