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     LETTING DATE : 04/20/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/21/05
                                                                                                                   PAGE : 1
     COUNTIE(S): AROOSTOOK                              TABULATION OF BIDS
                                            CONTRACT ID : 011109.00                                     COMPLETION DATE : 12/12/05
                                                           =========
   PROJECT(S):  011109.00               LOCATION(S): BANCROFT                       MAINE STATE DEPARTMENT OF TRANSPORTATION
                011110.00                            BANCROFT
                011111.00                            BANCROFT                      A TRUE COPY : __________________________
                OTHERS                               OTHERS
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  BANCROFT & OTHER LOCATIONS, HIGHWAY IMPROVEMENTS                              NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000022         LANE CONSTRUCTION CORP. (THE)                                          $  2,318,084.60     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 202.203                  50.000  SY  |      14.00000        700.00|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0020 203.20                   20.000  CY  |       8.00000        160.00|                            |
  COMMON EXCAVATION                       |                            |                            |
0030 204.41                 1791.000  SY  |       4.00000       7164.00|                            |
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0040 205.51                  542.000  SY  |      12.00000       6504.00|                            |
  WIDENING OF EXISTING SHOULDER           |                            |                            |
0050 211.20                40820.000  LF  |       2.00000      81640.00|                            |
  INSLOPE EXCAVATION                      |                            |                            |
0060 211.30                10250.000  LF  |       3.50000      35875.00|                            |
  DITCH EXCAVATION                        |                            |                            |
0070 211.40                  324.000  LF  |       7.00000       2268.00|                            |
  NEW DITCH EXCAVATION                    |                            |                            |
0080 304.103                 760.000  CY  |      20.00000      15200.00|                            |
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                            |                            |
  MEASURE)                                |                            |                            |
0090 403.209                 150.000  T   |     110.00000      16500.00|                            |
  HOT MIX ASPHALT 9.5 MM HMA   (SIDEWALKS |                            |                            |
  DRIVES, INCIDENT ALS)                   |                            |                            |
0100 403.210                6995.000  T   |      51.75000     361991.25|                            |
  HOT MIX ASPHALT 9.5 MM HMA              |                            |                            |
0110 403.213                9010.000  T   |      50.25000     452752.50|                            |
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                            |                            |
     LETTING DATE : 04/20/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/21/05
                                                                                                                   PAGE : 2
     COUNTIE(S): AROOSTOOK                              TABULATION OF BIDS
                                            CONTRACT ID : 011109.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |LANE CONSTRUCTION CORP. (TH |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 409.15                 5815.000  G   |       3.50000      20352.50|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0130 411.10                  180.000  CY  |      45.00000       8100.00|                            |
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0140 603.16                   90.000  LF  |      35.00000       3150.00|                            |
  15 INCH CULVERT PIPE OPTION I           |                            |                            |
0150 603.17                  120.000  LF  |      38.00000       4560.00|                            |
  18 INCH CULVERT PIPE OPTION I           |                            |                            |
0160 603.179                 468.000  LF  |      65.00000      30420.00|                            |
  18 INCH CULVERT PIPE OPTION III         |                            |                            |
0170 603.199                 386.000  LF  |      68.00000      26248.00|                            |
  24 INCH CULVERT PIPE OPTION III         |                            |                            |
0180 603.209                  60.000  LF  |      75.00000       4500.00|                            |
  30 INCH CULVERT PIPE OPTION III         |                            |                            |
0190 603.219                 272.000  LF  |      90.00000      24480.00|                            |
  36 INCH CULVERT PIPE OPTION III         |                            |                            |
0200 603.229                 120.000  LF  |     100.00000      12000.00|                            |
  42 INCH CULVERT PIPE OPTION III         |                            |                            |
0210 604.182                   3.000  EA  |     200.00000        600.00|                            |
  CLEAN EXISTING CATCH BASIN AND MANHOLE  |                            |                            |
0220 606.1722                  4.000  EA  |     800.00000       3200.00|                            |
  BRIDGE TRANSITION - TYPE 2              |                            |                            |
0230 606.23                 5062.500  LF  |      12.50000      63281.25|                            |
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0240 606.232                 100.000  LF  |      16.60000       1660.00|                            |
  GUARDRAIL TYPE 3C - OVER 15 FOOT RADIUS |                            |                            |
0250 606.265                   4.000  EA  |      45.50000        182.00|                            |
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0260 606.35                   59.000  EA  |      12.90000        761.10|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0270 606.753                   9.000  EA  |     700.00000       6300.00|                            |
  WIDEN SHOULDER FOR LOW VOLUME END       |                            |                            |
0280 606.754                  16.000  EA  |     700.00000      11200.00|                            |
  WIDEN SHOULDER FOR GUARDRAIL 350 FLARED |                            |                            |
  TERMINAL                                |                            |                            |
0290 606.78                    9.000  EA  |     905.00000       8145.00|                            |
  LOW VOLUME GUARDRAIL ENDS - TYPE 3      |                            |                            |
0300 606.79                   16.000  EA  |    1750.00000      28000.00|                            |
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
     LETTING DATE : 04/20/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/21/05
                                                                                                                   PAGE : 3
     COUNTIE(S): AROOSTOOK                              TABULATION OF BIDS
                                            CONTRACT ID : 011109.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |LANE CONSTRUCTION CORP. (TH |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 609.31                   84.000  LF  |       8.50000        714.00|                            |
  CURB TYPE 3                             |                            |                            |
0320 610.08                  220.000  CY  |      60.00000      13200.00|                            |
  PLAIN RIPRAP                            |                            |                            |
0330 610.18                  170.000  CY  |      60.00000      10200.00|                            |
  STONE DITCH PROTECTION                  |                            |                            |
0340 613.319                4370.000  SY  |       1.00000       4370.00|                            |
  EROSION CONTROL BLANKET                 |                            |                            |
0350 615.07                  190.000  CY  |      45.00000       8550.00|                            |
  LOAM                                    |                            |                            |
0360 618.1301                 30.000  UN  |      30.00000        900.00|                            |
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0370 618.1401                795.000  UN  |      12.00000       9540.00|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0380 618.1411                 33.000  UN  |      43.00000       1419.00|                            |
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
0390 619.1201                858.000  UN  |       8.00000       6864.00|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0400 620.54                  490.000  SY  |       2.50000       1225.00|                            |
  STABILIZATION GEOTEXTILE                |                            |                            |
0410 620.58                  430.000  SY  |       3.00000       1290.00|                            |
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0420 627.75                  100.000  SF  |      12.00000       1200.00|                            |
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0430 627.76                           LUMP|   10000.00000      10000.00|                            |
  TEMPORARY PVMT. MARK LINE, W OR YELLOW  |                            |                            |
0440 629.05                   60.000  HR  |      25.00000       1500.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0450 631.10                   10.000  HR  |      35.00000        350.00|                            |
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0460 631.11                   10.000  HR  |      35.00000        350.00|                            |
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0470 631.12                   34.000  HR  |     100.00000       3400.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0480 631.132                  10.000  HR  |      60.00000        600.00|                            |
  SMALL BULLDOZER (INCLUDING OPERATOR)    |                            |                            |
0490 631.14                   10.000  HR  |     100.00000       1000.00|                            |
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0500 631.172                  34.000  HR  |      45.00000       1530.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
     LETTING DATE : 04/20/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/21/05
                                                                                                                   PAGE : 4
     COUNTIE(S): AROOSTOOK                              TABULATION OF BIDS
                                            CONTRACT ID : 011109.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |LANE CONSTRUCTION CORP. (TH |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 631.18                   20.000  HR  |      35.00000        700.00|                            |
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0520 631.32                   10.000  HR  |     100.00000       1000.00|                            |
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0530 639.18                    1.000  EA  |   12000.00000      12000.00|                            |
  FIELD OFFICE TYPE A                     |                            |                            |
0540 652.38                 5284.000  HR  |      17.00000      89828.00|                            |
  FLAGGER                                 |                            |                            |
0550 652.39                           LUMP|   34000.00000      34000.00|                            |
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0560 656.75                           LUMP|   12000.00000      12000.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0570 659.10                           LUMP|  175000.00000     175000.00|                            |
  MOBILIZATION                            |                            |                            |
0580 660.21                 1000.000  HR  |       1.00000       1000.00|                            |
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  1,641,624.60|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   CEMENT
                                          |                            |                            |
0590 308.36                90800.000  SY  |       7.45000     676460.00|                            |
  FULL DEPTH RECYCLED PAVEMENT WITH CEMEN |                            |                            |
     SECTION TOTALS                       |             $    676,460.00|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003   FOAM
                                          |                            |                            |
0600 309.36                90800.000  SY  |                            |                            |
  FULL DEPTH REC PAVEMENT W/FOAM ASPHALT  |                            |                            |
  6 INCH DEPTH                            |                            |                            |
     SECTION TOTALS                       |             $          0.00|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,318,084.60|             $              |              $
====================================================================================================================================