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     LETTING DATSTP-9430(00)X                    MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 1
     LOCATION : WESTON                                  TABULATION OF BIDS

                                            CONTRACT ID : 009430.00
                                                          =========


   PROJECT(S):  SB-ME-97(001)X          COUNTIE(S) : AROOSTOOK                   MAINE STATE DEPTARTMENT OF TRANSPORTATION

                                                                                 A TRUE COPY : __________________________

                                                                                       TITLE : __________________________

                                                                                 ATTEST : _______________________________
     CONTRACT DESCRIPTION : A HIGHWAY REHABILITATION AND SCENIC OVERLOOK                         NOTARY PUBLIC

  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000022         THE LANE CONSTRUCTION CORP.                                            $  1,356,321.69     100.0000%
   2   000010         THOMAS DICENZO, INC.                                                   $  1,399,948.13     103.2165%
====================================================================================================================================
                                          |(   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   SCENIC OVERLOOK
                                          |                            |                            |
0010 107.27                           LUMP|   25000.00000      25000.00|   25000.00000      25000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0020 203.20                  370.000  M3  |      12.00000       4440.00|      12.60000       4662.00|
  COMMON EXCAVATION                       |                            |                            |
0030 203.202                3010.000  M   |       9.55000      28745.50|      10.00000      30100.00|
  INSLOPE EXCAVATION                      |                            |                            |
0040 203.203                5200.000  M   |       9.55000      49660.00|      10.00000      52000.00|
  DITCH EXCAVATION                        |                            |                            |
0050 203.21                  350.000  M3  |      70.00000      24500.00|      73.50000      25725.00|
  ROCK EXCAVATION                         |                            |                            |
0060 203.24                 3000.000  M3  |       9.75000      29250.00|      10.25000      30750.00|
  COMMON BORROW                           |                            |                            |
0070 203.25                 3920.000  M3  |       9.75000      38220.00|      10.25000      40180.00|
  GRANULAR BORROW                         |                            |                            |
0080 204.41                18325.000  M2  |       3.50000      64137.50|       3.70000      67802.50|
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0090 304.10                 1175.000  M3  |      17.50000      20562.50|      18.40000      21620.00|
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0100 307.32                34100.000  M2  |       2.90000      98890.00|       2.00000      68200.00|
  COLD IN-PLACE RECYCLED MATERIAL         |                            |                            |
  (UNTREATED) TRAVELWAY                   |                            |                            |
     LETTING DATE : 06/07/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 2
     LOCATION : WESTON                                  TABULATION OF BIDS

                                            CONTRACT ID : 009430.00
                                                          =========

====================================================================================================================================
                                          |(   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 403.207                6500.000  MG  |      42.40000     275600.00|      43.75000     284375.00|
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0120 403.208                4720.000  MG  |      43.90000     207208.00|      45.30000     213816.00|
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
0130 403.209                  80.000  MG  |      95.00000       7600.00|      85.00000       6800.00|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0140 409.15                 1750.000  L   |       1.50000       2625.00|       1.10000       1925.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0150 411.09                  500.000  M3  |      19.50000       9750.00|      20.50000      10250.00|
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
0160 419.20                  225.000  M   |      20.00000       4500.00|      16.00000       3600.00|
  SAWING, SEALING JOINTS IN BITUMINOUS    |                            |                            |
  CONCRETE SURFACE                        |                            |                            |
0170 502.57                   15.000  M3  |     400.00000       6000.00|     420.00000       6300.00|
  ANNULAR SPACE GROUTING                  |                            |                            |
0180 603.1552                 10.400  M   |     205.00000       2132.00|     215.00000       2236.00|
  300 MM RCP CLASS V                      |                            |                            |
0190 603.165                   6.100  M   |     330.00000       2013.00|     347.00000       2116.70|
  375 MM RCP CLASS III                    |                            |                            |
0200 603.17                   47.000  M   |      85.00000       3995.00|      90.00000       4230.00|
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0210 603.179                 105.000  M   |     190.00000      19950.00|     200.00000      21000.00|
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0220 603.19                   18.000  M   |     145.00000       2610.00|     153.00000       2754.00|
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0230 603.199                  60.000  M   |     210.00000      12600.00|     220.00000      13200.00|
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0240 603.52                   29.300  M   |     828.00000      24260.40|     870.00000      25491.00|
  POLYETHYLENE CULVERT PIPE LINER 1050 MM |                            |                            |
0250 603.7121                  1.000  EA  |     800.00000        800.00|     840.00000        840.00|
  375 MM PRECAST END SECTION              |                            |                            |
0260 604.249                   2.000  EA  |    1750.00000       3500.00|    1840.00000       3680.00|
  CATCH BASIN TYPE F6-C                   |                            |                            |
0270 605.09                  492.000  M   |      65.85000      32398.20|      70.00000      34440.00|
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0280 605.10                   40.000  M   |      69.85000       2794.00|      74.00000       2960.00|
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0290 606.35                   23.000  EA  |      20.00000        460.00|      25.20000        579.60|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0300 606.47                    3.000  EA  |      20.00000         60.00|      26.25000         78.75|
  SINGLE WOOD POST                        |                            |                            |
     LETTING DATE : 06/07/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 3
     LOCATION : WESTON                                  TABULATION OF BIDS

                                            CONTRACT ID : 009430.00
                                                          =========

====================================================================================================================================
                                          |(   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 606.55                  510.600  M   |      29.40000      15011.64|      35.40000      18075.24|
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0320 606.59                   15.200  M   |      35.00000        532.00|      35.50000        539.60|
  GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES |                            |                            |
0330 606.611                  77.000  M   |      47.00000       3619.00|      65.50000       5043.50|
  TIMBER GUARDRAIL                        |                            |                            |
0340 606.752                   8.000  EA  |    1000.00000       8000.00|    1050.00000       8400.00|
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0350 606.76                    8.000  EA  |     992.75000       7942.00|    1100.00000       8800.00|
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0360 609.11                  218.000  M   |      92.00000      20056.00|      97.00000      21146.00|
  VERTICAL CURB TYPE 1                    |                            |                            |
0370 609.12                    6.280  M   |     150.00000        942.00|     158.00000        992.24|
  VERTICAL CURB TYPE 1 - CIRCULAR         |                            |                            |
0380 609.237                   4.000  EA  |     300.00000       1200.00|     315.00000       1260.00|
  TERMINAL CURB TYPE 1 - 2.1 METER        |                            |                            |
0390 609.31                  100.000  M   |      15.00000       1500.00|      18.00000       1800.00|
  CURB TYPE 3                             |                            |                            |
0400 610.08                  125.000  M3  |      45.00000       5625.00|      47.00000       5875.00|
  PLAIN RIPRAP                            |                            |                            |
0410 610.18                 1250.000  M3  |      25.00000      31250.00|      27.00000      33750.00|
  STONE DITCH PROTECTION                  |                            |                            |
0420 612.06                   60.000  M2  |       5.90000        354.00|       6.50000        390.00|
  BITUMINOUS SEALING - BLACK              |                            |                            |
0430 613.319               12000.000  M2  |       1.75000      21000.00|       1.85000      22200.00|
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
0440 615.07                   75.000  M3  |      26.00000       1950.00|      28.00000       2100.00|
  LOAM                                    |                            |                            |
0450 618.1301                 16.000  UN  |      30.00000        480.00|      31.50000        504.00|
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0460 618.14                   22.000  UN  |      25.00000        550.00|      26.25000        577.50|
  SEEDING METHOD NUMBER 2                 |                            |                            |
0470 618.1401                204.000  UN  |      20.00000       4080.00|      50.00000      10200.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0480 619.1201                220.000  UN  |      15.00000       3300.00|      15.75000       3465.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0490 621.202                  10.000  EA  |     300.00000       3000.00|     320.00000       3200.00|
  MEDIUM DECIDUOUS TREE (50 MM - 65 MM    |                            |                            |
  CALIPER) GROUP B                        |                            |                            |
0500 621.396                  68.000  EA  |      48.00000       3264.00|      51.00000       3468.00|
  DWARF EVERGREENS (450 MM - 600 MM)      |                            |                            |
  GROUP B                                 |                            |                            |
     LETTING DATE : 06/07/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 4
     LOCATION : WESTON                                  TABULATION OF BIDS

                                            CONTRACT ID : 009430.00
                                                          =========

====================================================================================================================================
                                          |(   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 621.546                  76.000  EA  |      46.50000       3534.00|      49.00000       3724.00|
  DECIDUOUS SHRUBS (600 MM - 900 MM)      |                            |                            |
  GROUP A                                 |                            |                            |
0520 627.71                10255.000  M   |       0.29000       2973.95|       0.30000       3076.50|
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
0530 627.73                 5100.000  M   |       0.49000       2499.00|       0.50000       2550.00|
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
0540 627.75                   50.000  M2  |      16.14000        807.00|      17.00000        850.00|
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0550 627.811                 850.000  EA  |       2.00000       1700.00|       3.80000       3230.00|
  TEMPORARY BI-DIRECTIONAL YELLOW         |                            |                            |
  DELINEATORS                             |                            |                            |
0560 629.05                   30.000  MH  |      20.00000        600.00|      21.00000        630.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0570 631.12                   35.000  HR  |      85.00000       2975.00|      90.00000       3150.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0580 631.172                  50.000  HR  |      40.00000       2000.00|      42.00000       2100.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0590 631.32                   30.000  HR  |      75.00000       2250.00|      80.00000       2400.00|
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0600 637.071                          LUMP|    6000.00000       6000.00|    6300.00000       6300.00|
  DUST CONTROL                            |                            |                            |
0610 639.18                    1.000  EA  |    4000.00000       4000.00|    5000.00000       5000.00|
  FIELD OFFICE TYPE A                     |                            |                            |
0620 652.31                   20.000  EA  |      40.00000        800.00|      30.00000        600.00|
  TYPE I BARRICADE                        |                            |                            |
0630 652.311                  30.000  EA  |      40.00000       1200.00|      30.00000        900.00|
  TYPE II BARRICADE                       |                            |                            |
0640 652.33                   40.000  EA  |      40.00000       1600.00|      30.00000       1200.00|
  DRUM                                    |                            |                            |
0650 652.34                  170.000  EA  |      25.00000       4250.00|      15.00000       2550.00|
  CONE                                    |                            |                            |
0660 652.35                   94.000  M2  |      88.00000       8272.00|      85.00000       7990.00|
  CONSTRUCTION SIGNS                      |                            |                            |
0670 652.36                  220.000  CD  |     125.00000      27500.00|      50.00000      11000.00|
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0680 652.38                 4300.000  MH  |      15.00000      64500.00|      14.00000      60200.00|
  FLAGGER                                 |                            |                            |
0690 658.20                  100.000  M2  |       9.44000        944.00|      10.00000       1000.00|
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
     LETTING DATE : 06/07/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 5
     LOCATION : WESTON                                  TABULATION OF BIDS

                                            CONTRACT ID : 009430.00
                                                          =========

====================================================================================================================================
                                          |(   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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0700 659.10                           LUMP|   80000.00000      80000.00|  123000.00000     123000.00|
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $  1,356,321.69|             $  1,399,948.13|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,356,321.69|             $  1,399,948.13|              $
====================================================================================================================================