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     LETTING DATE : 02/27/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/10/02
                                                                                                                   PAGE : 1
     LOCATION : LEE                                     TABULATION OF BIDS
                LINCOLN
                SPRINGFIELD                 CONTRACT ID : 010605.00                                     COMPLETION DATE : 10/05/02
                                                          =========
   PROJECT(S):  STP-1060(500)X          COUNTIE(S) : PENOBSCOT                      MAINE STATE DEPARTMENT OF TRANSPORTATION
                STP-1060(600)X
                STP-1060(700)X                                                     A TRUE COPY : __________________________
                OTHERS
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  LEVEL 2 RESURFACING                                                           NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000022         THE LANE CONSTRUCTION CORP.                                            $  2,287,985.16     100.0000%
   2   000010         THOMAS DICENZO, INC.                                                   $  2,423,838.37     105.9377%
====================================================================================================================================
                                          |(   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 202.202              201006.000  M2  |       1.20000     241207.20|       1.80000     361810.80|
  REMOVING PAVEMENT SURFACE               |                            |                            |
0020 202.203                1710.000  M2  |      12.00000      20520.00|      13.00000      22230.00|
  PAVEMENT BUTT JOINTS                    |                            |                            |
0030 203.202               22644.000  M   |       6.20000     140392.80|       6.75000     152847.00|
  INSLOPE EXCAVATION                      |                            |                            |
0040 203.2026               3089.000  M   |       9.20000      28418.80|      10.00000      30890.00|
  INSLOPE EXCAVATION, GUARDRAIL, PLAN     |                            |                            |
  QUANTITY                                |                            |                            |
0050 203.203                9200.000  M   |       9.20000      84640.00|       7.50000      69000.00|
  DITCH EXCAVATION                        |                            |                            |
0060 204.41                39286.000  M2  |       2.95000     115893.70|       4.85000     190537.10|
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0070 403.207                 651.000  MG  |      55.00000      35805.00|      35.00000      22785.00|
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0080 403.209                 453.000  MG  |      90.00000      40770.00|      90.00000      40770.00|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0090 403.210               24257.000  MG  |      35.20000     853846.40|      34.00000     824738.00|
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0100 403.211                1450.000  MG  |      36.20000      52490.00|      36.00000      52200.00|
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0110 409.15                50420.000  L   |       1.20000      60504.00|       1.10000      55462.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
     LETTING DATE : 02/27/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/10/02
                                                                                                                   PAGE : 2
     LOCATION : LEE                                     TABULATION OF BIDS
                LINCOLN
                SPRINGFIELD                 CONTRACT ID : 010605.00
                                                          =========
====================================================================================================================================
                                          |(   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 411.10                  194.000  M3  |      55.00000      10670.00|      40.00000       7760.00|
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0130 603.16                  484.000  M   |     125.00000      60500.00|      87.00000      42108.00|
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0140 603.17                  152.000  M   |     135.00000      20520.00|     100.00000      15200.00|
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0150 603.19                   50.000  M   |     145.00000       7250.00|     125.00000       6250.00|
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0160 603.199                   6.000  M   |     500.00000       3000.00|     300.00000       1800.00|
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0170 603.219                   9.000  M   |     600.00000       5400.00|     350.00000       3150.00|
  900 MM CULVERT PIPE OPTION III          |                            |                            |
0180 603.73                   14.000  M   |     200.00000       2800.00|      90.00000       1260.00|
  REMOVE AND RELAY METAL PIPE             |                            |                            |
0190 604.09                    1.000  EA  |    1900.00000       1900.00|    1600.00000       1600.00|
  CATCH BASIN TYPE B1                     |                            |                            |
0200 604.161                   4.000  EA  |     800.00000       3200.00|     600.00000       2400.00|
  ALTERING CATCH BASIN                    |                            |                            |
0210 604.164                   1.000  EA  |    1500.00000       1500.00|     900.00000        900.00|
  REBUILDING CATCH BASIN                  |                            |                            |
0220 604.182                  29.000  EA  |     250.00000       7250.00|     300.00000       8700.00|
  CLEAN EXISTING CATCH BASIN AND MANHOLE  |                            |                            |
0230 606.17                  164.000  M   |      28.86000       4733.04|      30.30000       4969.20|
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0240 606.178                 434.000  M   |      15.58000       6761.72|      16.40000       7117.60|
  GUARDRAIL BEAM                          |                            |                            |
0250 606.21                   20.000  M   |      35.62000        712.40|      35.65000        713.00|
  GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES |                            |                            |
0260 606.22                   36.000  M   |      35.62000       1282.32|      35.65000       1283.40|
  GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS   |                            |                            |
0270 606.265                   7.000  EA  |      30.00000        210.00|      31.50000        220.50|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0280 606.35                   56.000  EA  |      25.00000       1400.00|      26.25000       1470.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0290 606.351                   3.000  EA  |      10.00000         30.00|      10.50000         31.50|
  REMOVE AND RESET GUARDRAIL DELINEATOR   |                            |                            |
  POSTS                                   |                            |                            |
0300 606.36                  108.000  M   |      21.37000       2307.96|      22.45000       2424.60|
  GUARDRAIL REMOVED AND RESET             |                            |                            |
     LETTING DATE : 02/27/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/10/02
                                                                                                                   PAGE : 3
     LOCATION : LEE                                     TABULATION OF BIDS
                LINCOLN
                SPRINGFIELD                 CONTRACT ID : 010605.00
                                                          =========
====================================================================================================================================
                                          |(   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 606.362                1787.000  M   |       6.56000      11722.72|       6.90000      12330.30|
  GUARDRAIL ADJUSTED                      |                            |                            |
0320 606.367                  85.000  EA  |      35.00000       2975.00|      36.75000       3123.75|
  REPLACE UNUSABLE EXISTING GUARDRAIL     |                            |                            |
  POSTS                                   |                            |                            |
0330 606.47                   80.000  EA  |      30.00000       2400.00|      31.50000       2520.00|
  SINGLE WOOD POST                        |                            |                            |
0340 606.752                  33.000  EA  |     800.00000      26400.00|     900.00000      29700.00|
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0350 606.76                   33.000  EA  |    1100.00000      36300.00|    1155.00000      38115.00|
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0360 609.31                  430.000  M   |      16.00000       6880.00|      12.00000       5160.00|
  CURB TYPE 3                             |                            |                            |
0370 610.08                   55.000  M3  |      50.00000       2750.00|      40.00000       2200.00|
  PLAIN RIPRAP                            |                            |                            |
0380 610.18                   90.000  M3  |      40.00000       3600.00|      40.00000       3600.00|
  STONE DITCH PROTECTION                  |                            |                            |
0390 613.319               16540.000  M2  |       2.00000      33080.00|       1.50000      24810.00|
  EROSION CONTROL BLANKET                 |                            |                            |
0400 618.1301                 40.000  UN  |      15.00000        600.00|      15.75000        630.00|
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0410 618.1401               1228.000  UN  |      13.20000      16209.60|      13.13000      16123.64|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0420 619.1201               1268.000  UN  |       6.00000       7608.00|       6.51000       8254.68|
  MULCH - PLAN QUANTITY                   |                            |                            |
0430 620.58                   25.000  M2  |       5.00000        125.00|       5.00000        125.00|
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0440 627.75                  250.000  M2  |      13.45000       3362.50|      15.25000       3812.50|
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0450 627.76                           LUMP|   10000.00000      10000.00|   10000.00000      10000.00|
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0460 629.05                  100.000  MH  |      25.00000       2500.00|      25.00000       2500.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0470 631.10                   25.000  HR  |      35.00000        875.00|      40.00000       1000.00|
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0480 631.11                   25.000  HR  |      35.00000        875.00|      30.00000        750.00|
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0490 631.12                  100.000  HR  |      65.00000       6500.00|      80.00000       8000.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
     LETTING DATE : 02/27/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 07/10/02
                                                                                                                   PAGE : 4
     LOCATION : LEE                                     TABULATION OF BIDS
                LINCOLN
                SPRINGFIELD                 CONTRACT ID : 010605.00
                                                          =========
====================================================================================================================================
                                          |(   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 631.172                  80.000  HR  |      35.00000       2800.00|      45.00000       3600.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0510 631.18                   10.000  HR  |      35.00000        350.00|      30.00000        300.00|
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0520 631.32                  117.000  HR  |      90.00000      10530.00|     180.00000      21060.00|
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0530 639.18                    1.000  EA  |    5000.00000       5000.00|    5000.00000       5000.00|
  FIELD OFFICE TYPE A                     |                            |                            |
0540 652.33                   60.000  EA  |      50.00000       3000.00|      30.00000       1800.00|
  DRUM                                    |                            |                            |
0550 652.34                  190.000  EA  |      20.00000       3800.00|      20.00000       3800.00|
  CONE                                    |                            |                            |
0560 652.35                  292.000  M2  |      95.00000      27740.00|      90.00000      26280.00|
  CONSTRUCTION SIGNS                      |                            |                            |
0570 652.36                  173.000  CD  |     125.00000      21625.00|     100.00000      17300.00|
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0580 652.38                 6533.000  MH  |      14.00000      91462.00|      12.60000      82315.80|
  FLAGGER                                 |                            |                            |
0590 656.75                           LUMP|   25000.00000      25000.00|   35000.00000      35000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0600 659.10                           LUMP|  105000.00000     105000.00|  120000.00000     120000.00|
  MOBILIZATION                            |                            |                            |
0610 660.21                 1000.000  MH  |       1.00000       1000.00|       2.00000       2000.00|
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  2,287,985.16|             $  2,423,838.37|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,287,985.16|             $  2,423,838.37|              $
====================================================================================================================================