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     LETTING DATE : 05/31/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 1
     LOCATION : PATTEN                                  TABULATION OF BIDS

                                            CONTRACT ID : 008353.20
                                                          =========


   PROJECT(S):  STP-HP-8353(20)X        COUNTIE(S) : PENOBSCOT                   MAINE STATE DEPTARTMENT OF TRANSPORTATION

                                                                                 A TRUE COPY : __________________________

                                                                                       TITLE : __________________________

                                                                                 ATTEST : _______________________________
     CONTRACT DESCRIPTION : HIGHWAY IMPROVEMENTS                                                 NOTARY PUBLIC

  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000022         THE LANE CONSTRUCTION CORP.                                            $  2,608,356.42     100.0000%
====================================================================================================================================
                                          |(   1  ) 000022             |(      )                    |(      )
                                          |THE LANE CONSTRUCTION CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 107.27                           LUMP|   55000.00000      55000.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0020 202.19                    1.000  LS  |   45000.00000      45000.00|                            |
  REMOVING EXISTING BRIDGE                |                            |                            |
0030 202.202               11840.000  M2  |       1.75000      20720.00|                            |
  REMOVING PAVEMENT SURFACE               |                            |                            |
0040 202.203                  80.000  M2  |      10.00000        800.00|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0050 203.20                 5820.000  M3  |      10.00000      58200.00|                            |
  COMMON EXCAVATION                       |                            |                            |
0060 203.202                3510.000  M   |       5.00000      17550.00|                            |
  INSLOPE EXCAVATION                      |                            |                            |
0070 203.203                4510.000  M   |       8.50000      38335.00|                            |
  DITCH EXCAVATION                        |                            |                            |
0080 203.25                  766.000  M3  |      15.00000      11490.00|                            |
  GRANULAR BORROW                         |                            |                            |
0090 206.061                 200.000  M3  |      25.00000       5000.00|                            |
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0100 206.082                 514.000  M3  |      30.00000      15420.00|                            |
  STRUCTURAL EARTH EXCAVATION - MAJOR     |                            |                            |
  STRUCTURES                              |                            |                            |
0110 304.10                 6180.000  M3  |      17.75000     109695.00|                            |
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
     LETTING DATE : 05/31/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 2
     LOCATION : PATTEN                                  TABULATION OF BIDS

                                            CONTRACT ID : 008353.20
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |THE LANE CONSTRUCTION CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 307.331               47660.000  M2  |       3.65000     173959.00|                            |
  COLD IN-PLACE RECYCLED PAVEMENT         |                            |                            |
  (UNTREATED)                             |                            |                            |
0130 403.207                6900.000  MG  |      41.90000     289110.00|                            |
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0140 403.208               11390.000  MG  |      42.90000     488631.00|                            |
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
0150 403.209                 670.000  MG  |      95.00000      63650.00|                            |
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0160 403.210                  30.000  MG  |      75.00000       2250.00|                            |
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0170 403.211                1000.000  MG  |      43.60000      43600.00|                            |
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0180 409.15                 5030.000  L   |       1.10000       5533.00|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0190 411.10                  160.000  M3  |      35.00000       5600.00|                            |
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0200 502.219                 133.000  LS  |  102000.00000     102000.00|                            |
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0210 502.25                   15.000  LS  |   24000.00000      24000.00|                            |
  STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB |                            |                            |
0220 503.12                 6650.000  KG  |       1.50000       9975.00|                            |
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0230 503.13                 6650.000  KG  |       1.50000       9975.00|                            |
  REINFORCING STEEL, PLACING              |                            |                            |
0240 507.0811                  1.000  LS  |   10000.00000      10000.00|                            |
  STEEL BRIDGE RAILING, 2 BAR             |                            |                            |
0250 508.13                    1.000  LS  |    5000.00000       5000.00|                            |
  MEMBRANE WATERPROOFING                  |                            |                            |
0260 511.07                           LUMP|   25000.00000      25000.00|                            |
  COFFERDAM: abut.#1                      |                            |                            |
0270 511.07                           LUMP|   25000.00000      25000.00|                            |
  COFFERDAM: abut.#2                      |                            |                            |
0280 511.07                           LUMP|   60000.00000      60000.00|                            |
  COFFERDAM: temp. rd. sheeting           |                            |                            |
0290 512.081                   1.000  LS  |    4000.00000       4000.00|                            |
  FRENCH DRAINS                           |                            |                            |
     LETTING DATE : 05/31/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 3
     LOCATION : PATTEN                                  TABULATION OF BIDS

                                            CONTRACT ID : 008353.20
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |THE LANE CONSTRUCTION CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 514.06                    1.000  EA  |     550.00000        550.00|                            |
  CURING BOX FOR CONCRETE CYLINDERS       |                            |                            |
0310 515.21                    1.000  LS  |    5000.00000       5000.00|                            |
  PROTECTIVE COATING FOR CONCRETE SURFACE |                            |                            |
0320 526.301                   1.000  LS  |    6000.00000       6000.00|                            |
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0330 526.34                    4.000  EA  |    2000.00000       8000.00|                            |
  PERMANENT CONCRETE TRANSITION BARRIER   |                            |                            |
0340 535.60                    1.000  LS  |   95000.00000      95000.00|                            |
  PRESTRESSED STRUCTURAL CONCRETE SLAB    |                            |                            |
0350 603.16                  274.000  M   |      85.00000      23290.00|                            |
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0360 603.17                  122.000  M   |      90.00000      10980.00|                            |
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0370 603.179                  52.000  M   |     160.00000       8320.00|                            |
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0380 603.19                  101.000  M   |     100.00000      10100.00|                            |
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0390 603.199                  35.000  M   |     180.00000       6300.00|                            |
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0400 603.219                  19.000  M   |     200.00000       3800.00|                            |
  900 MM CULVERT PIPE OPTION III          |                            |                            |
0410 604.161                  21.000  EA  |     500.00000      10500.00|                            |
  ALTERING CATCH BASIN                    |                            |                            |
0420 604.18                    6.000  EA  |     400.00000       2400.00|                            |
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0430 604.182                  21.000  EA  |     100.00000       2100.00|                            |
  CLEAN EXISTING CATCH BASIN AND MANHOLE  |                            |                            |
0440 605.09                  440.000  M   |      65.00000      28600.00|                            |
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0450 605.10                   30.000  M   |      55.00000       1650.00|                            |
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0460 606.17                  220.000  M   |      35.00000       7700.00|                            |
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0470 606.1721                  4.000  EA  |     850.00000       3400.00|                            |
  BRIDGE TRANSITION - TYPE 1              |                            |                            |
0480 606.22                    7.620  M   |      41.00000        312.42|                            |
  GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS   |                            |                            |
0490 606.265                   1.000  EA  |      35.00000         35.00|                            |
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
     LETTING DATE : 05/31/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 4
     LOCATION : PATTEN                                  TABULATION OF BIDS

                                            CONTRACT ID : 008353.20
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |THE LANE CONSTRUCTION CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 606.35                   17.000  EA  |      30.00000        510.00|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0510 606.752                   6.000  EA  |    1000.00000       6000.00|                            |
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0520 606.76                    9.000  EA  |    1000.00000       9000.00|                            |
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0530 608.45                 1650.000  M2  |      25.00000      41250.00|                            |
  CONSTRUCTING SIDEWALK                   |                            |                            |
0540 609.31                 1300.000  M   |      16.00000      20800.00|                            |
  CURB TYPE 3                             |                            |                            |
0550 610.08                  387.000  M3  |      40.00000      15480.00|                            |
  PLAIN RIPRAP                            |                            |                            |
0560 610.18                 2225.000  M3  |      40.00000      89000.00|                            |
  STONE DITCH PROTECTION                  |                            |                            |
0570 613.319                5930.000  M2  |       2.50000      14825.00|                            |
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
0580 615.07                  760.000  M3  |      40.00000      30400.00|                            |
  LOAM                                    |                            |                            |
0590 618.1301                140.000  UN  |      17.00000       2380.00|                            |
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0600 618.1401                510.000  UN  |      16.50000       8415.00|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0610 619.1201                640.000  UN  |       8.00000       5120.00|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0620 620.58                 7770.000  M2  |       3.00000      23310.00|                            |
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0630 627.711               21050.000  M   |       0.32000       6736.00|                            |
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0640 627.75                  120.000  M2  |      10.75000       1290.00|                            |
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0650 627.811                1200.000  EA  |       2.00000       2400.00|                            |
  TEMPORARY BI-DIRECTIONAL YELLOW         |                            |                            |
  DELINEATORS                             |                            |                            |
0660 629.05                   55.000  MH  |      20.00000       1100.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0670 631.10                   20.000  HR  |      40.00000        800.00|                            |
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0680 631.11                   20.000  HR  |      20.00000        400.00|                            |
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
     LETTING DATE : 05/31/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 5
     LOCATION : PATTEN                                  TABULATION OF BIDS

                                            CONTRACT ID : 008353.20
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |THE LANE CONSTRUCTION CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0690 631.12                   55.000  HR  |      85.00000       4675.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0700 631.14                   10.000  HR  |      85.00000        850.00|                            |
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0710 631.172                  85.000  HR  |      40.00000       3400.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0720 631.18                   30.000  HR  |      30.00000        900.00|                            |
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0730 631.32                   25.000  HR  |     130.00000       3250.00|                            |
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0740 639.19                    1.000  EA  |    6000.00000       6000.00|                            |
  FIELD OFFICE TYPE B                     |                            |                            |
0750 639.21                           LUMP|    4000.00000       4000.00|                            |
  TESTING FACILITIES SOILS                |                            |                            |
0760 652.31                   95.000  EA  |      35.00000       3325.00|                            |
  TYPE I BARRICADE                        |                            |                            |
0770 652.33                   85.000  EA  |      35.00000       2975.00|                            |
  DRUM                                    |                            |                            |
0780 652.34                  240.000  EA  |      25.00000       6000.00|                            |
  CONE                                    |                            |                            |
0790 652.35                  170.000  M2  |      88.00000      14960.00|                            |
  CONSTRUCTION SIGNS                      |                            |                            |
0800 652.36                  215.000  CD  |     125.00000      26875.00|                            |
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0810 652.38                 4700.000  MH  |      15.00000      70500.00|                            |
  FLAGGER                                 |                            |                            |
0820 659.10                           LUMP|  217000.00000     217000.00|                            |
  MOBILIZATION                            |                            |                            |
0830 660.21                 1000.000  MH  |       1.00000       1000.00|                            |
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  2,603,456.42|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   NON-PART. SEWER ITEMS
                                          |                            |                            |
0840 812.162                   5.000  EA  |     600.00000       3000.00|                            |
  ADJUST SEWER MANHOLE TO GRADE           |                            |                            |
0850 823.33                   38.000  EA  |      50.00000       1900.00|                            |
  GATE VALVE WITH BOX                     |                            |                            |
     SECTION TOTALS                       |             $      4,900.00|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,608,356.42|             $              |              $
====================================================================================================================================