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     LETTING DATE : 04/04/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 1
     LOCATION : KOSSUTH TWP.                            TABULATION OF BIDS
                TOPSFIELD
                                            CONTRACT ID : 009439.00
                                                          =========

                                        COMPLETION DATE : 10/01/01

   PROJECT(S):  STP-9439(00)X           COUNTIE(S) : WASHINGTON                  MAINE STATE DEPTARTMENT OF TRANSPORTATION

                                                                                 A TRUE COPY : __________________________

                                                                                       TITLE : __________________________

     CONTRACT DESCRIPTION : COLLECTOR HIGHWAY IMPROVEMENT                        ATTEST : _______________________________
                                                                                                 NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000022         THE LANE CONSTRUCTION CORP.                                            $  2,132,832.70     100.0000%
   2   000010         THOMAS DICENZO, INC.                                                   $  2,469,562.70     115.7879%
====================================================================================================================================
                                          |(   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 202.203                 109.400  M2  |      14.00000       1531.60|       6.00000        656.40|
  PAVEMENT BUTT JOINTS                    |                            |                            |
0020 203.2001                639.000  M3  |       8.30000       5303.70|       8.40000       5367.60|
  COMMON EXCAVATION - PLAN QUANTITY       |                            |                            |
0030 203.203                6000.000  M   |       8.00000      48000.00|       7.35000      44100.00|
  DITCH EXCAVATION                        |                            |                            |
0040 203.21                 1000.000  M3  |      50.00000      50000.00|      40.00000      40000.00|
  ROCK EXCAVATION                         |                            |                            |
0050 206.0619                100.000  M3  |      18.00000       1800.00|      68.25000       6825.00|
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES - BELOW GRADE      |                            |                            |
0060 304.102               30000.000  M3  |       8.00000     240000.00|      15.00000     450000.00|
  AGGREGATE SUBBASE COURSE - GRAVEL (PIT  |                            |                            |
  MEASURE)                                |                            |                            |
0070 307.32               108768.000  M2  |       1.80000     195782.40|       1.90000     206659.20|
  COLD IN-PLACE RECYCLED MATERIAL         |                            |                            |
  (UNTREATED) TRAVELWAY                   |                            |                            |
0080 403.207               16746.000  MG  |      33.10000     554292.60|      35.00000     586110.00|
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0090 403.208               14000.000  MG  |      34.25000     479500.00|      35.00000     490000.00|
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
0100 403.209                  10.000  MG  |      90.00000        900.00|      80.00000        800.00|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
     LETTING DATE : 04/04/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 2
     LOCATION : KOSSUTH TWP.                            TABULATION OF BIDS
                TOPSFIELD
                                            CONTRACT ID : 009439.00
                                                          =========

====================================================================================================================================
                                          |(   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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 403.211                 177.410  MG  |      40.00000       7096.40|      45.00000       7983.45|
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0120 409.15                  100.000  L   |       0.90000         90.00|       4.00000        400.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0130 603.16                  300.000  M   |      83.00000      24900.00|      78.75000      23625.00|
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0140 603.169                 120.000  M   |     120.00000      14400.00|      84.00000      10080.00|
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0150 603.17                   70.000  M   |      86.00000       6020.00|     105.00000       7350.00|
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0160 603.171                   4.400  M   |     220.00000        968.00|     183.75000        808.50|
  450 MM CORRUGATED METAL PIPE            |                            |                            |
0170 603.179                 396.000  M   |     126.00000      49896.00|     189.00000      74844.00|
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0180 603.189                  18.000  M   |     130.00000       2340.00|     210.00000       3780.00|
  525 MM CULVERT PIPE OPTION III          |                            |                            |
0190 603.19                   38.400  M   |      85.00000       3264.00|     189.00000       7257.60|
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0200 603.191                  13.400  M   |     220.00000       2948.00|     220.50000       2954.70|
  600 MM CORRUGATED METAL PIPE            |                            |                            |
0210 603.199                 219.200  M   |     135.00000      29592.00|     236.25000      51786.00|
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0220 603.201                   1.200  M   |     220.00000        264.00|     735.00000        882.00|
  750 MM CORRUGATED METAL PIPE            |                            |                            |
0230 603.209                  36.000  M   |     133.00000       4788.00|     283.50000      10206.00|
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0240 603.219                  29.200  M   |     160.00000       4672.00|     341.25000       9964.50|
  900 MM CULVERT PIPE OPTION III          |                            |                            |
0250 603.231                   1.200  M   |     260.00000        312.00|     840.00000       1008.00|
  1200 MM CORRUGATED METAL PIPE           |                            |                            |
0260 606.17                  859.000  M   |      28.50000      24481.50|      30.15000      25898.85|
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0270 606.21                   20.000  M   |      30.95000        619.00|      37.05000        741.00|
  GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES |                            |                            |
0280 606.265                   4.000  EA  |      30.00000        120.00|      28.35000        113.40|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0290 606.35                   24.000  EA  |      30.00000        720.00|      26.25000        630.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0300 606.362                 560.000  M   |       2.85000       1596.00|       2.75000       1540.00|
  GUARDRAIL ADJUSTED                      |                            |                            |
     LETTING DATE : 04/04/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 3
     LOCATION : KOSSUTH TWP.                            TABULATION OF BIDS
                TOPSFIELD
                                            CONTRACT ID : 009439.00
                                                          =========

====================================================================================================================================
                                          |(   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 606.76                   14.000  EA  |    1025.00000      14350.00|    1050.00000      14700.00|
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0320 609.31                  585.000  M   |      14.00000       8190.00|      13.00000       7605.00|
  CURB TYPE 3                             |                            |                            |
0330 610.08                  200.000  M3  |      35.00000       7000.00|      63.00000      12600.00|
  PLAIN RIPRAP                            |                            |                            |
0340 610.18                 1000.000  M3  |      35.00000      35000.00|      37.80000      37800.00|
  STONE DITCH PROTECTION                  |                            |                            |
0350 613.319                8189.000  M2  |       1.90000      15559.10|       1.50000      12283.50|
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
0360 618.1401               1800.000  UN  |      12.00000      21600.00|       2.75000       4950.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0370 619.1201               1800.000  UN  |       6.00000      10800.00|       6.30000      11340.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0380 620.58                 2564.000  M2  |       2.50000       6410.00|       3.00000       7692.00|
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0390 627.76                           LUMP|    4000.00000       4000.00|   10000.00000      10000.00|
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0400 629.05                  100.000  MH  |      20.00000       2000.00|      26.25000       2625.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0410 631.12                  250.000  HR  |      85.00000      21250.00|     100.00000      25000.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0420 631.14                   50.000  HR  |      65.00000       3250.00|      85.00000       4250.00|
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0430 631.172                 500.000  HR  |      36.00000      18000.00|      45.00000      22500.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0440 631.18                   50.000  HR  |      25.00000       1250.00|      30.00000       1500.00|
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0450 631.32                   50.000  HR  |     120.00000       6000.00|     125.00000       6250.00|
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0460 639.18                    1.000  EA  |    4000.00000       4000.00|    5000.00000       5000.00|
  FIELD OFFICE TYPE A                     |                            |                            |
0470 652.31                  100.000  EA  |      30.00000       3000.00|      40.00000       4000.00|
  TYPE I BARRICADE                        |                            |                            |
0480 652.33                  100.000  EA  |      30.00000       3000.00|      40.00000       4000.00|
  DRUM                                    |                            |                            |
0490 652.34                  160.000  EA  |      20.00000       3200.00|      15.00000       2400.00|
  CONE                                    |                            |                            |
0500 652.35                   87.600  M2  |      89.00000       7796.40|      85.00000       7446.00|
  CONSTRUCTION SIGNS                      |                            |                            |
     LETTING DATE : 04/04/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 4
     LOCATION : KOSSUTH TWP.                            TABULATION OF BIDS
                TOPSFIELD
                                            CONTRACT ID : 009439.00
                                                          =========

====================================================================================================================================
                                          |(   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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 652.36                  144.000  CD  |     100.00000      14400.00|     110.00000      15840.00|
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0520 652.38                 5660.000  MH  |      13.00000      73580.00|      13.50000      76410.00|
  FLAGGER                                 |                            |                            |
0530 656.75                           LUMP|   20000.00000      20000.00|   18000.00000      18000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0540 659.10                           LUMP|   70000.00000      70000.00|   80000.00000      80000.00|
  MOBILIZATION                            |                            |                            |
0550 660.21                 3000.000  MH  |       1.00000       3000.00|       1.00000       3000.00|
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  2,132,832.70|             $  2,469,562.70|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,132,832.70|             $  2,469,562.70|              $
====================================================================================================================================