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     LETTING DATOTHERS6(00)EX                    MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 1
     LOCATION : FRANKFORT                               TABULATION OF BIDS
                WINTERPORT
                                            CONTRACT ID : 009090.00
                                                          =========

                                        COMPLETION DATE : 09/01/01

   PROJECT(S):  NH-9090(00)E            COUNTIE(S) : WALDO                       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.                                            $  1,096,908.57     100.0000%
   2   000010         THOMAS DICENZO, INC.                                                   $  1,635,641.47     149.1137%
====================================================================================================================================
                                          |(   1  ) 000022             |(   2  ) 000010             |(      )
                                          |THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC.        |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.23                    4.000  EA  |     800.00000       3200.00|    2000.00000       8000.00|
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0020 201.24                    2.000  EA  |     175.00000        350.00|     250.00000        500.00|
  REMOVING STUMP                          |                            |                            |
0030 202.202                 613.050  M2  |       4.00000       2452.20|      25.00000      15326.25|
  REMOVING PAVEMENT SURFACE               |                            |                            |
0040 202.203                2270.000  M2  |       6.00000      13620.00|      25.00000      56750.00|
  PAVEMENT BUTT JOINTS                    |                            |                            |
0050 203.202                2404.000  M   |       5.30000      12741.20|      11.00000      26444.00|
  INSLOPE EXCAVATION                      |                            |                            |
0060 203.2025               1121.000  M   |       6.10000       6838.10|      20.00000      22420.00|
  INSLOPE EXCAVATION - GUARDRAIL          |                            |                            |
0070 203.203                2067.000  M   |       6.40000      13228.80|      15.00000      31005.00|
  DITCH EXCAVATION                        |                            |                            |
0080 203.4232                140.000  MG  |      44.00000       6160.00|      88.00000      12320.00|
  LIGHTWEIGHT FILL, TIRE SHREDS - TYPE A  |                            |                            |
0090 204.20                19564.000  M2  |       1.95000      38149.80|       8.50000     166294.00|
  ADD SHOULDER AGGREGATE TO EXISTING      |                            |                            |
  SHOULDER, PLAN QUANTITY                 |                            |                            |
0100 205.51                 4504.000  M2  |      11.25000      50670.00|      14.50000      65308.00|
  WIDENING OF EXISTING SHOULDER           |                            |                            |
0110 304.10                   50.000  M3  |      37.00000       1850.00|      30.00000       1500.00|
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
     LETTING DATE : 02/14/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 2
     LOCATION : FRANKFORT                               TABULATION OF BIDS
                WINTERPORT
                                            CONTRACT ID : 009090.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000010            |(      )
                                          |THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC.        |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 403.209                  99.000  MG  |      80.00000       7920.00|      85.00000       8415.00|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0130 403.210                9890.000  MG  |      36.25000     358512.50|      44.00000     435160.00|
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0140 403.211                4400.000  MG  |      36.25000     159500.00|      44.00000     193600.00|
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0150 403.212                1100.000  MG  |      36.25000      39875.00|      41.00000      45100.00|
  HOT MIX ASPHALT 4.75 MM                 |                            |                            |
0160 409.15                10147.000  L   |       1.00000      10147.00|       1.00000      10147.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0170 411.10                  101.000  M3  |      22.00000       2222.00|      50.00000       5050.00|
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0180 504.069                   4.000  EA  |     170.00000        680.00|     200.00000        800.00|
  CONCRETE PIPE TIES                      |                            |                            |
0190 603.179                  48.770  M   |     260.00000      12680.20|     355.00000      17313.35|
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0200 603.199                  79.160  M   |     285.00000      22560.60|     450.00000      35622.00|
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0210 603.209                   2.440  M   |     330.00000        805.20|     350.00000        854.00|
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0220 603.239                  18.300  M   |     420.00000       7686.00|     600.00000      10980.00|
  1200 MM CULVERT PIPE OPTION III         |                            |                            |
0230 603.733                   2.440  M   |     290.00000        707.60|     300.00000        732.00|
  REMOVE AND RELAY 750 MM METAL PIPE      |                            |                            |
0240 603.743                   4.800  M   |     320.00000       1536.00|     350.00000       1680.00|
  REMOVE AND RELAY 750 MM CONCRETE PIPE   |                            |                            |
0250 604.092                   1.000  EA  |    2000.00000       2000.00|    1700.00000       1700.00|
  CATCH BASIN TYPE B1-C                   |                            |                            |
0260 604.11                    3.000  EA  |    2200.00000       6600.00|    1500.00000       4500.00|
  CATCH BASIN TYPE C1                     |                            |                            |
0270 604.15                    1.000  EA  |    2000.00000       2000.00|    1700.00000       1700.00|
  MANHOLE                                 |                            |                            |
0280 604.18                    2.000  EA  |     270.00000        540.00|     600.00000       1200.00|
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0290 604.182                   5.000  EA  |     140.00000        700.00|     500.00000       2500.00|
  CLEAN EXISTING CATCH BASIN AND MANHOLE  |                            |                            |
0300 606.17                  430.510  M   |      37.00000      15928.87|      33.00000      14206.83|
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
     LETTING DATE : 02/14/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 3
     LOCATION : FRANKFORT                               TABULATION OF BIDS
                WINTERPORT
                                            CONTRACT ID : 009090.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000010            |(      )
                                          |THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC.        |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 606.1722                  4.000  EA  |     596.50000       2386.00|     600.00000       2400.00|
  BRIDGE TRANSITION - TYPE 2              |                            |                            |
0320 606.178                  87.670  M   |      15.00000       1315.05|      17.00000       1490.39|
  GUARDRAIL BEAM                          |                            |                            |
0330 606.21                   72.430  M   |      41.00000       2969.63|      43.00000       3114.49|
  GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES |                            |                            |
0340 606.22                   41.870  M   |      40.00000       1674.80|      43.00000       1800.41|
  GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS   |                            |                            |
0350 606.23                   61.000  M   |      36.47000       2224.67|      32.00000       1952.00|
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0360 606.265                   5.000  EA  |      25.00000        125.00|      29.00000        145.00|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0370 606.35                   36.000  EA  |      20.00000        720.00|      27.00000        972.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0380 606.367                   5.000  EA  |      25.00000        125.00|      38.00000        190.00|
  REPLACE UNUSABLE EXISTING GUARDRAIL     |                            |                            |
  POSTS                                   |                            |                            |
0390 606.47                   10.000  EA  |      20.00000        200.00|      28.00000        280.00|
  SINGLE WOOD POST                        |                            |                            |
0400 606.48                    7.000  EA  |      25.00000        175.00|      38.00000        266.00|
  SINGLE GALVANIZED STEEL POST            |                            |                            |
0410 606.752                   5.000  EA  |     720.00000       3600.00|     900.00000       4500.00|
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0420 606.754                  15.000  EA  |     790.00000      11850.00|    1000.00000      15000.00|
  WIDEN SHOULDER FOR 350 END TREATMENT    |                            |                            |
0430 606.76                    5.000  EA  |    1020.00000       5100.00|    1350.00000       6750.00|
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0440 606.79                   15.000  EA  |    1059.00000      15885.00|    1500.00000      22500.00|
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0450 609.31                  444.000  M   |      14.00000       6216.00|      18.00000       7992.00|
  CURB TYPE 3                             |                            |                            |
0460 610.08                  785.000  M3  |      33.00000      25905.00|      78.00000      61230.00|
  PLAIN RIPRAP                            |                            |                            |
0470 610.16                  520.000  M3  |      43.00000      22360.00|     120.00000      62400.00|
  HEAVY RIPRAP                            |                            |                            |
0480 613.319                2831.000  M2  |       1.35000       3821.85|       2.00000       5662.00|
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
0490 618.1401                314.000  UN  |       9.95000       3124.30|      18.00000       5652.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
     LETTING DATE : 02/14/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 4
     LOCATION : FRANKFORT                               TABULATION OF BIDS
                WINTERPORT
                                            CONTRACT ID : 009090.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000010            |(      )
                                          |THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC.        |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 619.1201                314.000  UN  |       7.65000       2402.10|      10.00000       3140.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0510 620.58                 1639.000  M2  |       2.90000       4753.10|       3.00000       4917.00|
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0520 627.75                   24.000  M2  |      20.00000        480.00|      59.00000       1416.00|
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0530 627.76                           LUMP|    2600.00000       2600.00|    9000.00000       9000.00|
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0540 629.05                   30.000  MH  |      18.00000        540.00|      25.00000        750.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0550 631.12                   50.000  HR  |      78.00000       3900.00|     100.00000       5000.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0560 631.172                  80.000  HR  |      39.00000       3120.00|      45.00000       3600.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0570 631.18                    5.000  HR  |      25.00000        125.00|      40.00000        200.00|
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0580 631.32                   25.000  HR  |     125.00000       3125.00|     150.00000       3750.00|
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0590 631.37                    1.000  EA  |     140.00000        140.00|     500.00000        500.00|
  CLEAN EXISTING CATCH BASINS AND MANHOLE |                            |                            |
0600 639.19                    1.000  EA  |    3500.00000       3500.00|    3000.00000       3000.00|
  FIELD OFFICE TYPE B                     |                            |                            |
0610 652.311                  15.000  EA  |      40.00000        600.00|      40.00000        600.00|
  TYPE II BARRICADE                       |                            |                            |
0620 652.33                   70.000  EA  |      35.00000       2450.00|      40.00000       2800.00|
  DRUM                                    |                            |                            |
0630 652.34                  200.000  EA  |      25.00000       5000.00|      20.00000       4000.00|
  CONE                                    |                            |                            |
0640 652.35                  322.000  M2  |      90.00000      28980.00|      90.00000      28980.00|
  CONSTRUCTION SIGNS                      |                            |                            |
0650 652.36                  107.000  CD  |      70.00000       7490.00|     100.00000      10700.00|
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0660 652.38                 4005.000  MH  |      13.00000      52065.00|      12.95000      51864.75|
  FLAGGER                                 |                            |                            |
0670 656.75                           LUMP|   20000.00000      20000.00|   50000.00000      50000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0680 659.10                           LUMP|   44000.00000      44000.00|   50000.00000      50000.00|
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $  1,096,908.57|             $  1,635,641.47|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,096,908.57|             $  1,635,641.47|              $
====================================================================================================================================