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     LETTING DATSTP-9070(00)X                    MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 1
     LOCATION : OLD TOWN                                TABULATION OF BIDS

                                            CONTRACT ID : 008826.00
                                                          =========

                                        COMPLETION DATE : 08/31/01

   PROJECT(S):  STP-8826(00)X           COUNTIE(S) : PENOBSCOT                   MAINE STATE DEPTARTMENT OF TRANSPORTATION

                                                                                 A TRUE COPY : __________________________

                                                                                       TITLE : __________________________

     CONTRACT DESCRIPTION : LEVEL 2 RESURFACING                                  ATTEST : _______________________________
                                                                                                 NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000022         THE LANE CONSTRUCTION CORP.                                            $    630,482.19     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 202.202               43975.000  M2  |       1.75000      76956.25|                            |
  REMOVING PAVEMENT SURFACE               |                            |                            |
0020 202.203                 825.000  M2  |      16.00000      13200.00|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0030 203.202                4447.000  M   |       5.80000      25792.60|                            |
  INSLOPE EXCAVATION                      |                            |                            |
0040 203.2026                410.000  M   |       5.80000       2378.00|                            |
  INSLOPE EXCAVATION, GUARDRAIL, PLAN     |                            |                            |
  QUANTITY                                |                            |                            |
0050 203.203                 512.000  M   |       6.20000       3174.40|                            |
  DITCH EXCAVATION                        |                            |                            |
0060 205.51                   23.000  M2  |       9.70000        223.10|                            |
  WIDENING OF EXISTING SHOULDER           |                            |                            |
0070 403.208                1675.000  MG  |      39.45000      66078.75|                            |
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
0080 403.209                 114.000  MG  |      85.00000       9690.00|                            |
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0090 403.210                5220.000  MG  |      39.85000     208017.00|                            |
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0100 403.211                 350.000  MG  |      45.00000      15750.00|                            |
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0110 409.15                11550.000  L   |       1.30000      15015.00|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
     LETTING DATE : 03/21/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 2
     LOCATION : OLD TOWN                                TABULATION OF BIDS

                                            CONTRACT ID : 008826.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |THE LANE CONSTRUCTION CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 411.10                   23.000  M3  |      35.00000        805.00|                            |
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0130 603.7324                 17.500  M   |     138.00000       2415.00|                            |
  REMOVE AND RELAY 600 MM METAL PIPE      |                            |                            |
0140 603.7421                  2.500  M   |     230.00000        575.00|                            |
  REMOVE AND RELAY 525 MM CONCRETE PIPE   |                            |                            |
0150 604.161                   5.000  EA  |     440.00000       2200.00|                            |
  ALTERING CATCH BASIN                    |                            |                            |
0160 604.164                   1.000  EA  |    1800.00000       1800.00|                            |
  REBUILDING CATCH BASIN                  |                            |                            |
0170 604.18                   29.000  EA  |     260.00000       7540.00|                            |
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0180 606.17                   53.520  M   |      35.00000       1873.20|                            |
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0190 606.1722                 10.000  EA  |     550.00000       5500.00|                            |
  BRIDGE TRANSITION - TYPE 2              |                            |                            |
0200 606.178                  68.700  M   |      17.00000       1167.90|                            |
  GUARDRAIL BEAM                          |                            |                            |
0210 606.21                   19.050  M   |      40.00000        762.00|                            |
  GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES |                            |                            |
0220 606.265                   4.000  EA  |     450.00000       1800.00|                            |
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0230 606.35                   11.000  EA  |      30.00000        330.00|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0240 606.351                  30.000  EA  |      20.00000        600.00|                            |
  REMOVE AND RESET GUARDRAIL DELINEATOR   |                            |                            |
  POSTS                                   |                            |                            |
0250 606.357                 991.150  M   |       5.00000       4955.75|                            |
  GUARDRAIL, MODIFY, TYPE 3B              |                            |                            |
0260 606.364                  26.620  M   |      15.00000        399.30|                            |
  GUARDRAIL REMOVE, MODIFY AND RESET,     |                            |                            |
  TYPE 3B                                 |                            |                            |
0270 606.367                  22.000  EA  |      30.00000        660.00|                            |
  REPLACE UNUSABLE EXISTING GUARDRAIL     |                            |                            |
  POSTS                                   |                            |                            |
0280 606.752                  11.000  EA  |     800.00000       8800.00|                            |
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
     LETTING DATE : 03/21/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 3
     LOCATION : OLD TOWN                                TABULATION OF BIDS

                                            CONTRACT ID : 008826.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |THE LANE CONSTRUCTION CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 606.76                   11.000  EA  |    1100.00000      12100.00|                            |
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0300 609.31                  507.000  M   |      15.00000       7605.00|                            |
  CURB TYPE 3                             |                            |                            |
0310 610.08                   26.000  M3  |      58.00000       1508.00|                            |
  PLAIN RIPRAP                            |                            |                            |
0320 613.319                1024.000  M2  |       2.25000       2304.00|                            |
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
0330 618.1401                350.000  UN  |       9.95000       3482.50|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0340 619.1201                350.000  UN  |       7.85000       2747.50|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0350 620.58                   57.000  M2  |       3.30000        188.10|                            |
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0360 627.71                11828.000  M   |       0.26000       3075.28|                            |
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
0370 627.73                 5821.000  M   |       0.52000       3026.92|                            |
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
0380 627.75                   76.000  M2  |      16.14000       1226.64|                            |
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0390 627.76                           LUMP|    3000.00000       3000.00|                            |
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0400 629.05                   13.000  MH  |      20.00000        260.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0410 631.12                   30.000  HR  |      80.00000       2400.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0420 631.172                  30.000  HR  |      42.00000       1260.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0430 631.18                   10.000  HR  |      24.00000        240.00|                            |
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0440 631.32                   13.000  HR  |     125.00000       1625.00|                            |
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0450 639.19                    1.000  EA  |    3000.00000       3000.00|                            |
  FIELD OFFICE TYPE B                     |                            |                            |
0460 652.33                   20.000  EA  |      30.00000        600.00|                            |
  DRUM                                    |                            |                            |
0470 652.34                  162.000  EA  |      25.00000       4050.00|                            |
  CONE                                    |                            |                            |
     LETTING DATE : 03/21/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 4
     LOCATION : OLD TOWN                                TABULATION OF BIDS

                                            CONTRACT ID : 008826.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |THE LANE CONSTRUCTION CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0480 652.35                  103.000  M2  |     100.00000      10300.00|                            |
  CONSTRUCTION SIGNS                      |                            |                            |
0490 652.36                   90.000  CD  |     100.00000       9000.00|                            |
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0500 652.38                  935.000  MH  |      15.00000      14025.00|                            |
  FLAGGER                                 |                            |                            |
0510 656.75                           LUMP|   20000.00000      20000.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0520 659.10                           LUMP|   45000.00000      45000.00|                            |
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    630,482.19|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    630,482.19|             $              |              $
====================================================================================================================================